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Home My WebLink AboutSDP201800016 Plan - Approved Major Amendment, Final Site Plan 2019-03-067,4F 41 0 w L A DONAL 14 k iE j - - r it I NOTES SHEET INDEX TAX MAP PARCEL AND OWNER INFO: PARCEL 08000-00-00-00900 C2.02 HISTORIC HOTELS OF ALBEMARLE LLC C2.03 701 CLUB DRIVE C2.04 KESWICK, VA 22947 C2,05 PARCEL 08000-00-00-008ZO C2.06 KESWICK CLUB LLC C2.07 701 CLUB DRIVE C2.08 KESWICK, VA 22947 EXISTING ZONING: RA - RURAL AREA C2.10 SPECIAL USE PERMIT SP2018-001 MAGISTERIAL DISTRICT: RIVANNA EXISTING AREA: PARCEL 08000-00-00-00900 = 6.92 AC. C5.08 PARCEL 08000-00-00-008ZO = 161.66 AC, EXISTING IMPERVIOUS AREA: 2.74 AC PROPOSED IMPERVIOUS AREA: 5.48 AC LIMITS OF DISTURBANCE: 9.90 AC SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: MATERIALS ENLARGEMENT PLANS [1.30 TUCK MAPPING SOLUTION, INC. [1.40 4632 AERIAL WAY [1.50 BIG STONE GAP, VA 24219 L2.00 276-523-4669 L2.01 PROJECT #: L17-10405 L2.03 INFRAMAP CORP L2.04 10365 CEDAR LANE L2.05 GLEN ALLEN, VA 23059 [2.06 804-550-2937 [3,00 PROJECT #: RV07317 L3.10 TIMMONS GROUP [3.20 28 IMPERIAL DRIVE L3.30 STAUNTON, VA 24401 L3.40 540-885-0920 L3.50 PROJECT #: 40241 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE L3.61 VERTICAL: NAVD88 REQUIRED YARDS (MINIMUM): FRONT: 75 FT [4.10 SIDE: 25 FT L4.20 REAR: 35 FT PARKING SETBACK: 25 FT PROPOSED USE: EXISTING HALL (MAX. HEIGHT 53.13') LC -01 LAUNDRY FACILITY 3,805 SF (MAX. HEIGHT 20.17') LC 02 NEW GUEST WING 40,000 SF (MAX. HEIGHT 34.00') LC 03 POOL BAR 300 SF (MAX. HEIGHT 16.92') LC -04 RESTAURANT 3,900 SF (MAX. HEIGHT 22.00') EXISTING PARKING: 216 SPACES PARKING REQUIRED FOR NEW DEVELOPMENT: EXISTING HALL: 36 GUEST ROOMS X 1 SPACE/GUEST ROOM = 36 SPACES LAUNDRY FACILITY: 2 EMPLOYEES X 1 SPACE/PER EMPLOYEE = 2 SPACES NEW GUEST WING: 42 GUEST ROOMS X 1 SPACE/GUEST ROOM = 42 SPACES POOL BAR: 300 SF X 13 SPACES/1,000 SF GFA = 4 SPACES Q RESTAURANT: 3,900 SF X 13 SPACES/1,000 SF GFA = 51 SPACES C4 TOTAL = 135 TOTAL POST DEVELOPMENT PARKING PROVIDED: STANDARD SPACES = 149 ©� HANDICAP SPACES = 7 (3 VAN SPACES) O EXISTING SPACES TO REMAIL! = 109 TOTAL SPACES = 265 LOADING SPACES PROVIDED: EXISTING LOADING SPACES PROVIDED ON THE NORTHERN & SOUTHERN SIDE OF KESWICK HALL. WETLAND IMPACTS: NONE UTILITIES: PRIVATE DRAINAGE DISTRICT: CARROLL CREEK - RIVANNA RIVER THERE ARE CRITICAL SLOPES LOCATED ON THE NORTHERN SIDE OF THE PROPERTY, DIRECTLY BEHIND THE KESWICK GOLF CLUB ON THE EASTERN SIDE OF THE PROPERTY & IN FRONT OF KESWICK HALL ON THE SOUTHERN END OF THE PROPERTY, THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100 -YR FLOODPLAIN. CRITICAL SLOPES IMPACT WAIVER SDP201800016 KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS - MAJOR AMENDMENT & SDP201800017 KESWICK HALL ENERGY PLANT - MAJOR AMENDMENT SPECIAL EXCEPTION CONDITION 1. THE AREA OF LAND DISTURBANCE ON CRITICAL SLOPES SHALL NOT EXCEED 30,031 SQUARE FEET AS SHOWN ON SHEET 1 OF THE PLAN ENTITLED "KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS CRITICAL SLOPES WAIVER EXHIBIT" PREPARED BY TIMMONS GROUP AND DATED JUNE 25, 2018 t:. nx 1h,plb"f ln"t a;l't`:.oltwivulty 11�fk�tirl�irf.E �a:€ 1T laP.#i3 Fiar:, f C7Hr. �, -•� ,. �, JW'2_ r0 t� <-f' £i:Ln tt,� _,rlt.,}1wF# CX) ) Vr£la:aie I~o:i;�,. }2's K ?t' dv Stt q. SuiN,- 40 '1sEtrl rt„ vr13 ;4a' 902, REz SP20180901 Kt-sm'ic°iti Hs£af and Golf Club '.'. 1 `3 € r1 • ' 1 , •9sl l �, ti'i., i;::s; 1'xt c?t �1i s:,i5 £:ztrarst at,7in1, etc„at;at t4n'v'(43ir S 'i%il E3, f` 4("ytf3'S3L XL-' ',siSf,ti? ,. 'Yf"' i r �\ - � r -<:�-. r •.:: ""'i t # ^ • sr u tilo 9 xa a : < 1.tTF#c a.,.o. z Z ..tt1.Cl:'. •'; v x i.,i.. , .4ic k .I:31 , f 1, astl s;;':. t £... s s} ,rl#�r# l , is ..c,I,#.1} r_ i :i �l . .: �.a .. E a a. 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All t*a:k,#': ar aax f f sbt£.<1ml or �xx 3<d ri s%t t`;C;iFs t 1,20 3 sLfll cwnply with a niinirina4faa 2.5415.: 4mtlia.€:14.� Kpa ,€vic,1a Road di l.l'tr. t1le,prii3quy Sheet List Table Sheet Number Sheet Title C0.00 COVER C1.00 NOTES AND DETAILS C1.01 NOTES AND DETAILS C2.00 SHEET INDEX C2.01 EXISTING CONDITIONS C2.02 EXISTING CONDITIONS C2.03 EXISTING CONDITIONS C2.04 EXISTING CONDTIONS C2,05 EXISTING CONDTIONS C2.06 DEMOLITION PLAN C2.07 DEMOLITION PLAN C2.08 DEMOLITION PLAN C2.09 DEMOLITION PLAN C2.10 DEMOLITION PLAN C4.00 SITE PLAN C4.01 SITE PLAN C4.02 SITE PLAN C4.03 SITE PLAN C4.04 SITE PLAN C5.00 GRADING AND DRAINAGE PLAN C5.01 GRADING AND DRAINAGE PLAN C5.02 GRADING AND DRAINAGE PLAN C5.03 GRADING AND DRAINAGE PLAN C5.04 GRADING AND DRAINAGE PLAN C5.05 GRADING SPOT SHOTS PLAN C5.06 GRADING SPOT SHOTS PLAN C5.07 GRADING SPOT SHOTS PLAN C5.08 GRADING SPOT SHOTS PLAN C5.09 GRADING SPOT SHOTS PLAN C6.06 STORMWATER SUMMARY PLAN C6.07 STORMATER DESIGN TABLES AND CALCULATIONS C6.08 STORMWATER DESIGN TABLES AND CALCULATIONS C6.09 PERMEABLE PAVER INSTALLATION AND MAINTENANCE C6.10 STORMWATER MANAGEMENT FACILITIES EASEMENT PLAN C7.00 PROFILES C7.01 PROFILES C7.02 PROFILES C7.03 PROFILES C7.04 PROFILES C7.05 PROFILES C7.06 PROFILES PS -1 PUMP STATION PLAN, SECTION, AND SITE LAYOUT PS -2 PUMP STATION DETAILS PS -3 PUMP STATION DETAILS L1.00 MATERIALS KEY PLAN L1.10 MATERIALS ENLARGEMENT PLANS [1.20 MATERIALS ENLARGEMENT PLANS [1.30 G MATERIALS ENLARGEMENT PLANS [1.40 MATERIALS ENLARGEMENT PLANS [1.50 MATERIALS ENLARGEMENT PLANS L2.00 SITE DETAILS L2.01 SITE DETAILS L2.03 SITE LIGHTING DETAILS L2.04 SITE LIGHTING DETAILS L2.05 BOARDWALK DETAILS [2.06 SITE RAILING DETAILS [3,00 PLANTING KEY PLAN L3.10 PLANTING ENLARGEMENT PLAN [3.20 PLANTING ENLARGEMENT PLANS L3.30 PLANTING ENLARGEMENT PLANS L3.40 PLANTING ENLARGEMENT PLANS L3.50 PLANTING ENLARGEMNT PLANS L3.60 PLANTING DETAILS L3.61 PLANTING DETAILS L4.00 SITE LIGHTING KEY PLAN [4.10 SITE LIGHTING ENLARGEMENT PLAN L4.20 SITE LIGHTING ENLARGEMENT PLAN L4.30 SITE LIGHTING ENLARGEMENT PLAN L4.40 SITE LIGHTING ENLARGEMENT PLAN LC -01 SITE PHOTOMETRY LC 02 SITE PHOTOMETRY LC 03 SITE PHOTOMETRY LC -04 SITE PHOTOMETRY LC 05 SITE PHOTOMETRY TOTAL SHEETS = 93 m 0 N o N � Q a > E LU v ~ V w 3 Qom+ 3 U- o a � U 0 5, J - u7 } ia tT > o N b= in = U � Q c � o O1 .a.., N a � 00 J '.0 F_ vi O U ZD O c� i- 0 w w U Q z O Ln O z o� U C4 c� Ul W llz� Imo., �4 O LU O U O U v) U-) O ' V) v°wwW wwWWw 4 Q cl C4 O ©� O tiF' » I" C� C4 cK Z mac' co co co co rn W O O O N O O N N , nl N Q NMOwer M , DATE 03-26-2018 DRAWN BY J, SANDERS DESIGNED BY A. ALLISON CHECKED Ry C. SHIFFLF- SCAL_ N/A V 1 z W W 0 I..L W H a V ) H z C (D z> < LLj 0 0 U U W J O a W co J Q �1 U li V 1 W JOB NO. 4024.E SHEET NO. Co. 00 I a m U O o ry o (D U) L Z 00 0 cv '*- E o r a - � 0 c CL o D 0 O lY � rJ7 � Z O v L CL x � o o 0 0 0 0 ._ 0 U C 0 � U � y � r an 0 m 0 E -o U � o �U o 0 0 cu U c M U o c U cu 0 0- GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM -C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW, CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK, A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS, 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE B NOSE SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OF THE INLET. N/A R NSITION ON EACH SIDE OR CG -7, THERE SHALL BE 20'TRANSITION A ( ) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED, 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF & PROPERLY SECURED. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF & PROPERLY SECURED. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-2078 23. NEW RETAINING WALLS 3 FEET AND HIGHER REQUIRE A SEPARATE BUILDING PERMIT. IF RETAINING WALLS ARE WITHIN MANAGED CRITICAL SLOPES, THE DESIGN MUST COMPLY WITH ALBEMARLE COUNTY CODE CHAPTER 18 SECTION 30.7.5. ROADS LEGEND SEWER ...................... s ................. EXISTING SANITARY SEWER WATER _.._,.; _._.........._..._ EXISTING WATER LINE g' W PROPOSED WATER LINE W PROPOSED VALVE --iTH g" W PROPOSED TAPPING SLEEVE �-� PROPOSED FIRE HYDRANT (COMPLETE) GRADING TC =TOP OF CURB BC =BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes I. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern, 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. b. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel, 7. All traffic control signs shall conforn with the Virginia Manual for Uniform Traffic Control Devices, S. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -- Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR r IMBEDDED 24" IN GROUND -.HANDICAP SIGN . HANDICAP SIGN �� LOCATION (VAN) LOCATION (TYP.) EOP'' \ \I PAINTED PER 2% MAX... 18' 18, �4„ VDOT / SPEC. 8 \ .-� 8 8 8 � - -► �F-~ _ TYPICAL _ VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS No Scale M "EDGE OF PAVEMENT .4," PAINTED STRIPE (TYPICAL) REGULAR SPACE R= �4„ CONTROL JOINT SPACED AT WIDTH OF WALK \ EXPANSION JOINT AT MAX OF 100', " WITH PREMOLDED EXPANSION FILLER 4�\ \ 4. CONC. WALK COMPACTED SUBGRADE 4" 21-B STONE CONCRETE SIDEWALK JOINT DETAIL No Scale SIGN AND POST DETAIL No Scale SIGN STD. U POST GALVANIZED POST TO BE DRIVEN PENALTY PENALTY 5100 -5500 FIDE 5100' 5600 RE TOW AWAY ZONE TOW AWAY ZONE -T I = VAN 6' ABOVE AI -E 6' ABOVE FINISHEDFINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PARKING SIGNS FOR THE DISABLED No Scale 12" MIN 1.5"DIA GALV. (TYP.) RAIL (TYP.) 4 \ i 2'-10" EXP. (TYP.) 2'-10" JOINT 12" MIN FINISHED \tet\ GRADE (TYP.) 12" (TYP.) �5 \ '\ \ WASH ° a " D C 1/2" R \ C (MAX.) �'�, °°d FINISHED "� v GRADE EXP. ° CONCRETE JOINT \ °d.., #3 REBAR (12" O.C,) 1/8' WASH \\ 5" # 57 STONE a � 8 d 9" 1'-O" 3„ (2) #5 REBARS, BOTTOM CONTINUOUS, LAP 2'-2" AT SPLICES NOTES: 1, FINE BROOM FINISH ALL STAIRS. 1' 4" COMPACTED SUBGRADE 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) I� 3. SEE PLAN FOR RISER HEIGHT NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% o . ......................... .......... ....b......................... ............................,........; 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21B STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN \° ACCORDANCE WITH VDOT STANDARDS. d CONCRETE SIDEWALK PAVEMENT SECTION No Scale EXPANSION JOINT WITH PREMOLDED EXPANSION FILLER, "ZIP STRIP" OR EQUIV., SEAL WITH SILICONE SEALANT 1/4" SEALANT NON -SLIP BROOM FINISH WWF 6x6 W2.9xW2.9 I 2" a ° \ 10" 3,000 PSI AIR ENTRAINED PORTLAND 4 d o < d CEMENT CONCRETE 1�_& - °\ 6" TYPE 21A STONE COVER .. �h................. . COMPACTED SUBGRADE CBR 11.2) a DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM -9.5A 3.5" INTERMEDIATE BASE COURSE - BM25.0 "TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE DENOTES HEAVY DUTY VE ASPHALT PAVEMENT A MENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale 2.5" BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A \:.::::::::::: 'E 216 AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale EXISTING PAVEMENT PROPOSED PAVEMENT TRAFFIC STOP BAR STORM PIPE & STRUCTURE NO. > DROP INLET & STRUCTURE NO. SAWCUT THROUGH o_ CURB EX.SURFACE CURB & GUTTER DRY CURB & GUTTER X PROPOSED PAVEMENT W PAVED DITCH JUTE MESH DITCH -► CENTERLINE OF DITCH { BENCH MARK . m m m m m m. CLEARING LIMITS -4F- R-1 VDOT STANDARD STOP SIGN EXISTING CONTOUR 200 PROPOSED CONTOUR +240.5 EXISTING SPOT ELEVATION �- TC 240.5 PROPOSED SPOT ELEVATION PARKING COUNT SEWER ...................... s ................. EXISTING SANITARY SEWER WATER _.._,.; _._.........._..._ EXISTING WATER LINE g' W PROPOSED WATER LINE W PROPOSED VALVE --iTH g" W PROPOSED TAPPING SLEEVE �-� PROPOSED FIRE HYDRANT (COMPLETE) GRADING TC =TOP OF CURB BC =BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes I. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern, 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. b. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel, 7. All traffic control signs shall conforn with the Virginia Manual for Uniform Traffic Control Devices, S. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -- Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR r IMBEDDED 24" IN GROUND -.HANDICAP SIGN . HANDICAP SIGN �� LOCATION (VAN) LOCATION (TYP.) EOP'' \ \I PAINTED PER 2% MAX... 18' 18, �4„ VDOT / SPEC. 8 \ .-� 8 8 8 � - -► �F-~ _ TYPICAL _ VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS No Scale M "EDGE OF PAVEMENT .4," PAINTED STRIPE (TYPICAL) REGULAR SPACE R= �4„ CONTROL JOINT SPACED AT WIDTH OF WALK \ EXPANSION JOINT AT MAX OF 100', " WITH PREMOLDED EXPANSION FILLER 4�\ \ 4. CONC. WALK COMPACTED SUBGRADE 4" 21-B STONE CONCRETE SIDEWALK JOINT DETAIL No Scale SIGN AND POST DETAIL No Scale SIGN STD. U POST GALVANIZED POST TO BE DRIVEN PENALTY PENALTY 5100 -5500 FIDE 5100' 5600 RE TOW AWAY ZONE TOW AWAY ZONE -T I = VAN 6' ABOVE AI -E 6' ABOVE FINISHEDFINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PARKING SIGNS FOR THE DISABLED No Scale 12" MIN 1.5"DIA GALV. (TYP.) RAIL (TYP.) 4 \ i 2'-10" EXP. (TYP.) 2'-10" JOINT 12" MIN FINISHED \tet\ GRADE (TYP.) 12" (TYP.) �5 \ '\ \ WASH ° a " D C 1/2" R \ C (MAX.) �'�, °°d FINISHED "� v GRADE EXP. ° CONCRETE JOINT \ °d.., #3 REBAR (12" O.C,) 1/8' WASH \\ 5" # 57 STONE a � 8 d 9" 1'-O" 3„ (2) #5 REBARS, BOTTOM CONTINUOUS, LAP 2'-2" AT SPLICES NOTES: 1, FINE BROOM FINISH ALL STAIRS. 1' 4" COMPACTED SUBGRADE 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) I� 3. SEE PLAN FOR RISER HEIGHT NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% o . ......................... .......... ....b......................... ............................,........; 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21B STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN \° ACCORDANCE WITH VDOT STANDARDS. d CONCRETE SIDEWALK PAVEMENT SECTION No Scale EXPANSION JOINT WITH PREMOLDED EXPANSION FILLER, "ZIP STRIP" OR EQUIV., SEAL WITH SILICONE SEALANT 1/4" SEALANT NON -SLIP BROOM FINISH WWF 6x6 W2.9xW2.9 I 2" a ° \ 10" 3,000 PSI AIR ENTRAINED PORTLAND 4 d o < d CEMENT CONCRETE 1�_& - °\ 6" TYPE 21A STONE COVER .. �h................. . COMPACTED SUBGRADE CBR 11.2) a DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM -9.5A 3.5" INTERMEDIATE BASE COURSE - BM25.0 "TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE DENOTES HEAVY DUTY VE ASPHALT PAVEMENT A MENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale 2.5" BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A \:.::::::::::: 'E 216 AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale EXISTING PAVEMENT PROPOSED PAVEMENT EXISTING PAVEMENT MATCH EX. CROSS SLOPE UNLESS OTHERWISE SPECIFIED ON PLANS PROPOSED SURFACE COURSE MILL EX. SURFACE COURSE SAWCUT EX, BASE COURSE EDGE OF PAVEMENT AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT JOINT DETAIL No Scale 1.5"-2" BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A EXISTING AGGREGATE BASE - - COMPACTED SUBGRADE MILL AND OVERLAY SEQUENCE: REMOVE EXISTING ASPHALT. COMPACT AND ROLL TEST EXISTING BASE COURSE. THEN PLACE NEW ASPHALT SURFACE. DENOTES MILL AND OVERLAY e e W.11TA t CR.MG Yy�. .l:. .ani s,:z ;dal: Lk, No. e a 50 AqAcl ffa rn E 0 o M N c > E LU a E U � ¢� L n LU JUS J - Uri uj N C:) rn > N V LV X Cc � _ v > I- Q c 1n C)°N w iw- z O J J a Q O U W Q Q' Q � C) U�24CW1 CL CL L Z Q� tC� tJ 0 w 0 0 V) Ln U-) o o I2�C UV U.J ti W WLn WWWU.I CL 4,cCQ:rL ©O � � , ti Z � (j)co co 00 00 0) W O O N O C> l`__ D I N *ti ti rN DATE 03-26-2018 DRAWN BY 1. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SH.IFFLETI- SCALE 1 "=20' V 1 Z W W o 6 as m O 0 ro ..c ai 0 Wc ro L 0 F-� V J r --r o c cY E-' ro s \ > o Lj ro ro z E- Cn6 \ _o 0 T \ LU OflC a � a =® 2: 2 oLLJ � ED E z Q a o� a ro E o ro � < n o 6- 2 \ 0 j Z o� � sa �_ x 0 o ro v � v o G U ro � U VVV � y 0 0 Uj z3 E U � \ O � ro � �U JOB NO. 0 2 40,241 ro " ro � �o SHEET NO. v 01,00 > EL SAWCUT THROUGH o_ U EX.SURFACE w COURSE X LU W & REMOVE PAVEMENT EXISTING PAVEMENT MATCH EX. CROSS SLOPE UNLESS OTHERWISE SPECIFIED ON PLANS PROPOSED SURFACE COURSE MILL EX. SURFACE COURSE SAWCUT EX, BASE COURSE EDGE OF PAVEMENT AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT JOINT DETAIL No Scale 1.5"-2" BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A EXISTING AGGREGATE BASE - - COMPACTED SUBGRADE MILL AND OVERLAY SEQUENCE: REMOVE EXISTING ASPHALT. COMPACT AND ROLL TEST EXISTING BASE COURSE. THEN PLACE NEW ASPHALT SURFACE. DENOTES MILL AND OVERLAY e e W.11TA t CR.MG Yy�. .l:. .ani s,:z ;dal: Lk, No. e a 50 AqAcl ffa rn E 0 o M N c > E LU a E U � ¢� L n LU JUS J - Uri uj N C:) rn > N V LV X Cc � _ v > I- Q c 1n C)°N w iw- z O J J a Q O U W Q Q' Q � C) U�24CW1 CL CL L Z Q� tC� tJ 0 w 0 0 V) Ln U-) o o I2�C UV U.J ti W WLn WWWU.I CL 4,cCQ:rL ©O � � , ti Z � (j)co co 00 00 0) W O O N O C> l`__ D I N *ti ti rN DATE 03-26-2018 DRAWN BY 1. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SH.IFFLETI- SCALE 1 "=20' V 1 Z W W o 6 as m O 0 ro ..c ai 0 Wc ro L 0 F-� V J r --r o c cY E-' ro s \ > o Lj ro ro z E- Cn6 \ _o 0 T \ LU OflC a � a =® 2: 2 oLLJ � ED E z Q a o� a ro E o ro � < n o 6- 2 \ 0 j Z o� � sa �_ x 0 o ro v � v o G U ro � U VVV � y 0 0 Uj z3 E U � \ O � ro � �U JOB NO. 0 2 40,241 ro " ro � �o SHEET NO. v 01,00 PLAN SECTION . ...... mo W,. F.)k.3: e�4v. ,,w 1* TAKE t, TYPfCAL.SU88.A$E (D) THICKNESS REQUIREMENTS Wt GEOGRID BEND DIMENSIONS (FEET) VOL. CU.YD. TEE AND PLUGS (FEET) REINFORCED TURF No Scale H NOTE:WHEN A PEDESTRIAN ACCESS ROUTE L H fs E e K 0 Tr- I'7 CROSSES A COMERCIAL ENTRANCE 90 2.50 THE CROSS SLOPE SHALL BE 2/ FOR 3.01 low, A WIDTH OF 5 FEET. 7- A XXSTREET APPROACH SAME SURFACING I 7 GENERAL NOTES rW,,TfZ- wk CCAS MAINLINE ROADWAY (SEE NOTE 3) T SHOWN ON PLANS) w" (xx, S,tIowe 2.25 2.50 0.15 xiar"'d SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB 2.00 CG -2 OR CG -6 C611FIGURATION, SEE NOTE 2. SEP STANDARD CG -12 FOR CURB RAMP DESIGN TO BE 3.66 . ............................... ... . .......... SIDEWALK I I T (SEE W I 8" I NOTE 5) U.3 OPTIONAL UNPAVED SPACE 3, MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE 2,77 0.26 FLOW LINE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION 22 1/2 1,66 I& ............. 0.13 .............................. ............... .......... ....................... ........... ............................. ........................... ............... 0.32 JOINT 4, RADIAL CURB OR COMBINATION CURB AND GUTTER 2.16 2.67 SECTION . ...... mo W,. F.)k.3: e�4v. ,,w 1* 6" TOP OF CURB X XX �:�:�:��SURFACE 4 \\\BASE \\\\\\\\ 4.4 44 \\\ \\\ \ 4 4 4 FLUSH CURB No Scale VDOT A-3 CONCRETE CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB tad "Ianakm�Ik�mm p'I've"w "T f- A.k PAVEEM, �47m7x . I'm Ira m,� VVM.. C*0ffEC1f URSANGREEN PLASTIC PAVERS $ftlmom GRASS INSTALLATION STANDARD DE TAIL 4" TOP OF CURB R-2" /\\\/\\\ a 4 4 46 SURFACE RFAC E- 18" \/\/\ 4 BASE 4, \\//\ VDOT A-3 CONCRETE - J4 SUBBASE CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG -2 CURB No Scale (4) 1' (25mm) DIA HOLES 1 14 2l 32 3 27 1/2" DIA ,d4" (834mrn) DIA (38MMI BOLT CI CLE [699mm] 0 26 1/4- DLA[178mm] [667mm] [ 24' DIA606MM] - 28 7/16- DIA [722mm] [16MM] 0 36" DIA F 2 6" 0 0 [914mm] [660mml- 1 1/2" 13/16" [38mm] FRAME SECTION [20m9n] 2' (51 mm) LETTERS (RECESSED FLUSH) 1. 3 1/8- [25mrn] [79MMI 11, 3 13/16- -0 22 13/ 6 2 1/8' F97MMI [579m ] [54 0 25' 1 M 1 3/8- 1- [635mm] 0 I [35MMI 9/16' O.D. OF GKT GROOVE 1 L 1 [17 r [14MMI SECTION VIEW 1/4" (6mm) DIA CAM BOLT SEE ASSEMBLY NEOPRENE GASKET DETAIL (2) WSHR 1/16 X 5/8 X 1 1/2 W (2) CORED HEX 5/8-11 X3 1/2 SS RUBBER PART# 00981045 1 5/ (2) BLT 800� PART;( 00981250 PICKBARS [�5mm [41 MM]_ 2400 1/2- (2) WSHR 5/8 10 1.50 OD SS [6mm] 63 DIA. STAINLESS STEEL ROD 1 1/8" (29mm) CIA BOSS [13mm] PART# 00981318 PLAN VIEW PICKBAR & LOCKLUG HOLE DETAIL (2) NUT HX 5/8-11 ZN NYLK _�!OTES'. PAKr# 00981284 EAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME COVER� 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AIR (2) NUT HX JAM 5/8-11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PART# 00981228 3. COVERS SHALL BE FIXED TO FRAMES NTH LOCKING LUGS OR SIMILAR ASSEMBLY, (2) 1935R LOCK LUG TYPICAL WATERTIGHT (SHORT) PART# 00193585 1 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIG S+E 2" R 4" CONC CURB AND GUTTER CLASS 3A, < (fc=3,000 PSI) CONCRETE \\ 6" I 74 X .4 7" X 4 © <. 4 4 <4 4 4 7 4" MIN. 6" 6" 2'- 011 CONTINUE 21B STONE COMPACTED BASE FROM ADJACENT SUBGRADE PAVEMENT SECTION UNDER CURB VDOT STANDARD CG -6 CURB & GUTTER No Scale FLUSH CURB 4" 21 B STONE 18' PARKING (REFER TO SHEETS C4.00 -C4.04 FOR LOCATION) UNDERDRAIN PIPE PERMEABLE PAVERS SECTION LEVEL 1 DESIGN No Scale 7-1/2" STH 0.5' FROM EP ANCHOR WITH 5/" REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP FABRIC 6" 1-1/2" PERMEABLE SETTING BED AGGREGATE 4" 21 B STONE 8" #57 STONE COMPACTED SUBGRADE SLOPE TO UNDERDRAIN 51 PRECAST CONCRETE WHEEL STOP CURB TRANSITION DETAIL No Scale No Scale 2016 ROAD & BRIDGE STANDARDS BEND DIMENSIONS (FEET) VOL. CU.YD. TEE AND PLUGS (FEET) REINFORCED TURF No Scale H 6" TOP OF CURB X XX �:�:�:��SURFACE 4 \\\BASE \\\\\\\\ 4.4 44 \\\ \\\ \ 4 4 4 FLUSH CURB No Scale VDOT A-3 CONCRETE CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB tad "Ianakm�Ik�mm p'I've"w "T f- A.k PAVEEM, �47m7x . I'm Ira m,� VVM.. C*0ffEC1f URSANGREEN PLASTIC PAVERS $ftlmom GRASS INSTALLATION STANDARD DE TAIL 4" TOP OF CURB R-2" /\\\/\\\ a 4 4 46 SURFACE RFAC E- 18" \/\/\ 4 BASE 4, \\//\ VDOT A-3 CONCRETE - J4 SUBBASE CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG -2 CURB No Scale (4) 1' (25mm) DIA HOLES 1 14 2l 32 3 27 1/2" DIA ,d4" (834mrn) DIA (38MMI BOLT CI CLE [699mm] 0 26 1/4- DLA[178mm] [667mm] [ 24' DIA606MM] - 28 7/16- DIA [722mm] [16MM] 0 36" DIA F 2 6" 0 0 [914mm] [660mml- 1 1/2" 13/16" [38mm] FRAME SECTION [20m9n] 2' (51 mm) LETTERS (RECESSED FLUSH) 1. 3 1/8- [25mrn] [79MMI 11, 3 13/16- -0 22 13/ 6 2 1/8' F97MMI [579m ] [54 0 25' 1 M 1 3/8- 1- [635mm] 0 I [35MMI 9/16' O.D. OF GKT GROOVE 1 L 1 [17 r [14MMI SECTION VIEW 1/4" (6mm) DIA CAM BOLT SEE ASSEMBLY NEOPRENE GASKET DETAIL (2) WSHR 1/16 X 5/8 X 1 1/2 W (2) CORED HEX 5/8-11 X3 1/2 SS RUBBER PART# 00981045 1 5/ (2) BLT 800� PART;( 00981250 PICKBARS [�5mm [41 MM]_ 2400 1/2- (2) WSHR 5/8 10 1.50 OD SS [6mm] 63 DIA. STAINLESS STEEL ROD 1 1/8" (29mm) CIA BOSS [13mm] PART# 00981318 PLAN VIEW PICKBAR & LOCKLUG HOLE DETAIL (2) NUT HX 5/8-11 ZN NYLK _�!OTES'. PAKr# 00981284 EAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME COVER� 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AIR (2) NUT HX JAM 5/8-11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PART# 00981228 3. COVERS SHALL BE FIXED TO FRAMES NTH LOCKING LUGS OR SIMILAR ASSEMBLY, (2) 1935R LOCK LUG TYPICAL WATERTIGHT (SHORT) PART# 00193585 1 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIG S+E 2" R 4" CONC CURB AND GUTTER CLASS 3A, < (fc=3,000 PSI) CONCRETE \\ 6" I 74 X .4 7" X 4 © <. 4 4 <4 4 4 7 4" MIN. 6" 6" 2'- 011 CONTINUE 21B STONE COMPACTED BASE FROM ADJACENT SUBGRADE PAVEMENT SECTION UNDER CURB VDOT STANDARD CG -6 CURB & GUTTER No Scale FLUSH CURB 4" 21 B STONE 18' PARKING (REFER TO SHEETS C4.00 -C4.04 FOR LOCATION) UNDERDRAIN PIPE PERMEABLE PAVERS SECTION LEVEL 1 DESIGN No Scale 7-1/2" STH 0.5' FROM EP ANCHOR WITH 5/" REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP FABRIC 6" 1-1/2" PERMEABLE SETTING BED AGGREGATE 4" 21 B STONE 8" #57 STONE COMPACTED SUBGRADE SLOPE TO UNDERDRAIN 51 PRECAST CONCRETE WHEEL STOP CURB TRANSITION DETAIL No Scale No Scale FRAME & COVER SIGNAGE NOTES: (SEE FIG. S-I-D,E) I ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH STREET SURFACE OR THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY NON -PAVED AREA REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. SLOPED AREA B THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. X C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE V-0" MA SPECIFICATIONS. 2-0 D. THE 2000 INTERNATIONAL FIRE CODE. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE RUBBER COATED STEEL .4. FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER MIN " S -10 CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN STEPS CAST IN PLACE 4' NOTE 1 ABOVE. PRECAST REINFORCED CONCRETE SECTIONS 12 M IN "0" RING SEALS 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND 4 16" MAX INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND 4- - INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 4)-0" -5 FROM INLET TO OUTLET SHALL BE 0.20 FEET. SOLID WHITE LINE 24" CONCRETE VARIES (TYP.) DEPTH OF FLOW \\;\CHANNEL TO BE --ILLETS 3/4 DIAMETER OF CONTRIBUTING '4 12' SEWER. " �4 STD. (VARIES) A FILLETED INVERT FOR A SMOOTH 12 R1-1 TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL PROVIDED. MIN. 6- BEDDING HIGH INTENSITY SHEETING NO SCALE NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS, SOLID WHITE LINE 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED 6INSIDE AND OUT. ' TYPICAL MANHOLE SECTION. SHOWING BRANCH TIE-IN 2' 2' (TYP.) (TYP.) N. T. S FIG. S -I -A STRIPING AND SIGNAGE DETAIL No Scale TD -25 MUELLER CENTURION (A-423) MLLE THREADS WHICH IS OR APPROVED EQUAL STANDARD. THE LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') VALVE BO 7 CU. FT. 18" GRAVE6--i 2' 8' r- 2500 P.S.I. CONCRET BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL, STEEL PIL WHEN THE SOIL IS DISTURBED OR WH MAITHREADED RODS TO N IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE: 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT (INCLUDING DITCHES) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION, IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES- TYPICAL HARLOTTESTYPICAL FIRE HYDRANT ASSEMBLY DETAIL No Scale EXIST GRADMETAL INSPECTION FRAME W1 SOLID LID � (NEENAH R-1975 OR EQUIVALENT) 3" CONCRETE COLLAR _�CRUSHED STONE BEDDING 6" DI CLEANOUT PLUGATEND OF LINE CLEANOUT DETAIL No Scale 36"MIN� 24"MI 8"MNJ IN EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE REMAINING BACKFILL S1AALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE NNALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO, 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE NISTALLATION IN TRENCH NTS FIG. S-3 TD -34 LTJ > 12 3000 PSI CONIC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN BRANCH LJ FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE Li CONNECTION BOOT INSTALLED 0 TYPICAL MANHOLE PLAN SHOWING BRANCH TIE IN NTS FIG. S-1-13 FOR ALL BENDS SECTION 1-1 WIDEN TRENCH ACCOMMODATE ANCHOR IF REQUIRED. 4GAS RED FOR TEE OR WYE FITTINGS 45' max L SECTION 2-2 PIPE SIZE 2016 ROAD & BRIDGE STANDARDS BEND DIMENSIONS (FEET) VOL. CU.YD. TEE AND PLUGS (FEET) VOL. CU.YD. CG -11 H NOTE:WHEN A PEDESTRIAN ACCESS ROUTE L H T CROSSES A COMERCIAL ENTRANCE 90 2.50 THE CROSS SLOPE SHALL BE 2/ FOR 3.01 0.24 A WIDTH OF 5 FEET. A XXSTREET APPROACH SAME SURFACING I 7 GENERAL NOTES (RADIUS TO BE AS CCAS MAINLINE ROADWAY (SEE NOTE 3) 2.25 2.00 SHOWN ON PLANS) (RADIUS TO BE AS 1. WHEN USED IN CONJUNCTION WITH STANDARD CG -3 OR CG -7, THE CURB FACE ON THIS STANDARD IS TO 2.25 2.50 0.15 SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB 2.00 CG -2 OR CG -6 C611FIGURATION, SEE NOTE 2. SEP STANDARD CG -12 FOR CURB RAMP DESIGN TO BE 3.66 SIDEWALK USED WITH THIS STANDARD. SIDEWALK I I T (SEE W I 8" I NOTE 5) U.3 OPTIONAL UNPAVED SPACE 3, MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE 2,77 0.26 FLOW LINE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION 22 1/2 1,66 REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE EXPANSIONOMITTED 0.13 V) EXPANSION IN THE ENTRANCE) 0.32 JOINT 4, RADIAL CURB OR COMBINATION CURB AND GUTTER 2.16 2.67 SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE NOTE: WIDTH B" 2'-O'� OR MAINLINE ROADWAY AS EXCEPT FOR REPLACEMENT PURPOSES, H! SHOWN ON TYPICAL SECTION, A-�X;4` 90 4.83 PLAN VIEW ENTRANCE NOTES 0.83 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK 45 MAINLINE ROADWAY SLOPE i TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS 2.95 10' PARABOLIC CURVE (ENTRANCE ONLY) WITHIN THE I` LIMITS OF THE RADII SHOULD BE 4.00 2,83 INCREASED TO 7". {SEE CG -13) EDGE OF PAVEMENT OR OPTIONAL FLOW LINE 8 % MAX, D GRADE CHANGE 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW .-s I - (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MAINLINE ROADWAY NOTE 7) THE ENTRANCE. 8% MAX._.D 7. D -I' DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES 1.83 GRADE CHANGE -"D" ARE ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE 0.18 .............. TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. 5' MIN. 20' MINIMUM FOR COMMERCIAL ENTRANCE INTERSECTION NOTES 8. WHEN CG 11 IS USED'FOR STREET CONNECTIONS, THE CONSTRUCT GRADE CHANCES WITH A PARABOLIC CURVE. CONN K IN U I a I N N . CCORDANCE ISH SHTOPOLICY AAPPLICABLE REQUI AND THE AREMENT SECTION A - A SIGHT THE VDOT ROAD DESIGN MANUALINCLUDING STOPPING DISTNCE AND K VALUE REQUIREMENTS. 9, OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A 4` PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE Tl'_ B ACROSS 'THE INTERSECTION. ALLOWABLE ENTRANCE GRADE CHANGES 7/77 TI: GRADE CHANGE ' CLASS A3 ENTRANCE VOLUME D" DESIRABLE MAXIMUM CONCRETE HIGH MORE THAN 1500 VPD 0% 3% MEDIUM 500-1500 VPD t 3 % 6% SECTION C -C LOW LESS THAN 500 VPD :5 6 % 8% NOTE: A! LOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION XVDOT REFERENCE METHOD OF TREATMENT ROAD AND BRIDGE STANDARDS (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF 1 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/151 203,04 2016 ROAD & BRIDGE STANDARDS FRAME & COVER SIGNAGE NOTES: (SEE FIG. S-I-D,E) I ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH STREET SURFACE OR THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY NON -PAVED AREA REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. SLOPED AREA B THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. X C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE V-0" MA SPECIFICATIONS. 2-0 D. THE 2000 INTERNATIONAL FIRE CODE. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE RUBBER COATED STEEL .4. FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER MIN " S -10 CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN STEPS CAST IN PLACE 4' NOTE 1 ABOVE. PRECAST REINFORCED CONCRETE SECTIONS 12 M IN "0" RING SEALS 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND 4 16" MAX INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND 4- - INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 4)-0" -5 FROM INLET TO OUTLET SHALL BE 0.20 FEET. SOLID WHITE LINE 24" CONCRETE VARIES (TYP.) DEPTH OF FLOW \\;\CHANNEL TO BE --ILLETS 3/4 DIAMETER OF CONTRIBUTING '4 12' SEWER. " �4 STD. (VARIES) A FILLETED INVERT FOR A SMOOTH 12 R1-1 TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL PROVIDED. MIN. 6- BEDDING HIGH INTENSITY SHEETING NO SCALE NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS, SOLID WHITE LINE 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED 6INSIDE AND OUT. ' TYPICAL MANHOLE SECTION. SHOWING BRANCH TIE-IN 2' 2' (TYP.) (TYP.) N. T. S FIG. S -I -A STRIPING AND SIGNAGE DETAIL No Scale TD -25 MUELLER CENTURION (A-423) MLLE THREADS WHICH IS OR APPROVED EQUAL STANDARD. THE LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') VALVE BO 7 CU. FT. 18" GRAVE6--i 2' 8' r- 2500 P.S.I. CONCRET BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL, STEEL PIL WHEN THE SOIL IS DISTURBED OR WH MAITHREADED RODS TO N IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE: 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT (INCLUDING DITCHES) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION, IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES- TYPICAL HARLOTTESTYPICAL FIRE HYDRANT ASSEMBLY DETAIL No Scale EXIST GRADMETAL INSPECTION FRAME W1 SOLID LID � (NEENAH R-1975 OR EQUIVALENT) 3" CONCRETE COLLAR _�CRUSHED STONE BEDDING 6" DI CLEANOUT PLUGATEND OF LINE CLEANOUT DETAIL No Scale 36"MIN� 24"MI 8"MNJ IN EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE REMAINING BACKFILL S1AALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE NNALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO, 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE NISTALLATION IN TRENCH NTS FIG. S-3 TD -34 LTJ > 12 3000 PSI CONIC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN BRANCH LJ FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE Li CONNECTION BOOT INSTALLED 0 TYPICAL MANHOLE PLAN SHOWING BRANCH TIE IN NTS FIG. S-1-13 FOR ALL BENDS SECTION 1-1 WIDEN TRENCH ACCOMMODATE ANCHOR IF REQUIRED. 4GAS RED FOR TEE OR WYE FITTINGS 45' max L SECTION 2-2 PIPE SIZE DEGREE OF BEND BEND DIMENSIONS (FEET) VOL. CU.YD. TEE AND PLUGS (FEET) VOL. CU.YD. L H T L H T 90 2.50 2.50 3.01 0.24 4" & 61, 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2.00 2.25 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 ............. 0.48 8" 45 2.66 2.66 2,77 0.26 22 1/2 1,66 2.16 2.69 0.13 316 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12,, 45 3.33 3.58 2.95 0.43 3.83 4.00 2,83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 .............. .. 1 THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3, NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL 8E RESPONSIBLE TO THE VERIFY THE TYPE &SIZE OF ALL THRUST BLOCKS. ICONCRETE THRUST BLOCKS No Scale WATER PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE M.J. GATE VALVE LINE 2500 P.S.I. CONCRETE THRUST BLOCK 4 2'x 2' BEARING AREA a. 4 NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. GATE VALVE (TYP) No Scale STEP r A L4_QjE_; MIN, 60' DIAMETER MANHOLE REQUIRED, RD? MANHULE PVC CROSS USE APPRUVED FLEXIBLE RUBBER IDT,' GASKETED STOP CCUPLING 1117, - DROP PIPE PIPE STRAPS (STAINLESS STEEL) SPACED EVERY 2' VERTICALLY 90' RESTRAINED BEND Aar SEWER NFILUENT PIPE A 'A MAIN PE: SEWR PLAN P'ROF'ILE MIR 61 BEDDING WITH NO, 68 STONE 1, HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET, 2. VERTICAL DROP PIPE SHALL BE SDR 26 KV,C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTEDTO THE DROP FITTING WITH STANDARD ISASKETJOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIK- JOINM STRAPS SHALL BE MADE OF STAINLESS STEEL, 4, SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGIE POINT TO SPRING LINE OF MANHOLE INVERT. 5, DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT45 DEGREES, INTO THE FLOW. 6, VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS, 7. MINIMUM 72" DIAMETER MANHOLE RFQUIRED FOR A SINGLE 1W OR 12$1 DIAMETER DROP CONNECTION, OR TWO 811 (DIAMETER DROP CONNECTIONS, STANDARD INTERNAL DROP CONNECTION N.T<S. FIG. S -1-C2 TD -30 c, s ci -w L_i:oY YN!-, 0-`, 8507 4�. 4"9 ,e E C:) a" U 0 N vi NC: < 0 > E e E Lu 4� E>n 3: LL O LL Lu 0 fu Lu < U 00 i�lC:) ON CD (A (;)UJ 3: 0 >< V) < d cc6 LL U) > < Ln In 00) 4.., V) CD U -i 0 ry Ce. u ui 0 L0U) Q C) I-_ I-_ ul LLJ P0- W Wzc j 1Q, .11:� 1-Z Lr) ul ur) U-1 U U � rt CU- e :C,ZQ CL CL Lu W Lu Lu C4 cl� c) (3 U-) U) � L a z Z! (.0 00 00 GO 01 6 " " Lu < N (n 0 N (: N 7 1 N . . . . . DATE 03-26-2018 DRAWN BY J. SANDERS DESIGNED BY A. ALLISON CHECKED By C. SHIFFLE7T SCALE 1 =20' uo uj 2: z uj C _5 0 re L: a) > a) 0 0 ui V) < rZ1< -6 (D uj > CL 0 O 2 u < LIJ 3� < -00 7 0 LLJ 0- U) 0 2E CU E -0 LO a- 0 0 0a) j a - X 0) < 0 (D 0 0 X C: a) .0 = 0 Sll 0 E W_0 = C 0 CU 06 -0 -0 0 JOB NO. 0 E .0 40241 M U) SHEET NO. 01.01 E U N � N O < O E E LU LU Q LCL .v 3 LL O n L LuQ�,� LU _j o w�—ui r� C)rn N LU d J Q CL OO rj r ¢ U� Un t– Q- �. Lo w Q �C p Z ww 4. 4, z z z: w O O U) CZ U U O S t� U0 ODUULijLQ wwLLJ C�e WwW 0 aCLcl� c�CZ z o©Q� c�Z) WWS-, W W = O O ti LU cow Cow co m _,•y _ © o Q) Q) V L NNrN�1+�1 Q d f� Mrn�m O N fl M Ur) k2 41 Z O :Fm DATE 03-26-208 DRAWN BY J. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 "=50' U w / f J SHEET NO. CZ. 0 co SCALE V=20' co 2 40' z C2.03 � j C2.05 C2.04 C2.02 - I m E DATE 0 C> 0 M U 03-26-2018 DRAWN BY N6 N r- J. SANDERS DESIGNED BY < 0 A. ALLISON CHECKED BY > E C. SHIFFLETT SCALE E 1 11=20' LU LU ui U. w 0 0 >2: LU t LU 0 �' L: O < J U 00 0 -i — L� uj 0 ui a) Uwe < z (D > rs pox . z o U - :D u 0 U Lu (D Z o�Z�� Q 00 < 0 0CD (D (j) N U > �10 u UJ a- a) zU) < X:2 0 :E 0 Ln V) r LLJro rL as E 0 m U) LU C) < 0- 0 :D () Cy �-) �U-� U) 0 (1) ry-) x WWL. 0 0 o.u 00 __j C) LU Lf) C) k-4 W U-) U-) U) ry, Q) U :Fm U) U.j E -0 = C 0 M 06 SB JOB NO. 0 E 0 40241 (,j) U� C) (3 Lu LLA U) = 0 M 0 0 C2. 01 U) 0 LLJ LLJ LJ.J C Lul luz-, uo- U,- 0 WOO uj ti � C4 Z ;a: U-) LU > co co ca co 0) u LU < z 0 1-4NLn Ln � DATE 0 03-26-2018 DRAWN BY J. SANDERS DESIGNED BY • A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 11=20' ui w 0 >2: 0 �' L: O 0 0 ui < (D > rs . z o :D u 0 U Lu (D Z o�Z�� Q < 0 0CD (D UJ a- a) zU) < X:2 0 :E 0 r LLJro M E < 0- 0 :D () Cy (D U) 0 (1) x 0 0 o.u X = (1) 0 O :Fm 0 U.j E -0 = C 0 M 06 SB JOB NO. 0 E 0 40241 ca U) r— SHEET NO. U) = 0 M 0 C2. 01 U) 0 .-I.. I ".. ,. I" . I . I � � . I . � I . . . I 1. I - � I . � . �., ,. ,. ,., . 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SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 "=20' V 1 W 37 u(D o U O 3 C O O y N O O_ L W U)N L a m V / H Q z co � o > cu z O U Zw -j Z a �o H W 20 � i- m L Q n� C) Lu E O O < 0 no CC v J cn (D 'S J Z(D Om O_ X � N O O `C 0 O O a / O N � u (n N U O X O N U N i�5 O r i N � W � O U � O 6 � C 16 N .O tU �U JCB NO. 0 � O 40241 U O CO � � O O SHEET NO. " C0 0 C2.03 � E Q rh E DATE 0 U 03-26-2018 DRAWN BY 3. SANDERS DESIGNED BY < 0 A. ALLISON CHECKED BY > E C. SHIFFLETT SCALE E 1 =20' LU M F UJ uj uj 0 LbLq f ai U. 0 C) C) reO Lu o LU 0 M -i V � uu (3) ujO ui Ln cl-, C:) CL c < LUCY > C) o u0 o x 0 o (1) u ui 0 P-4 0 Lu 0 2 0 J) 0 C) Q) 275; U.) u r) 0 2E r - h- Q(U E Ln U) (D 0- 0 Z) L) cL 0 U) w00) O 3: Z U) U) 0 <o ox Q) m �Za LU c1 0 1c) 11 X (1) 0 Lli C) 0 U) � V) U U cj� ry = 0CU 0 JOB NO. 0 0 40241 W co SHEET NO. O C2.04 uoi a) o O u 0 Q LQ LIJ uj Q� Q� Q� U � c ZD (f) V) 0 C) 0 c� cic z: z cn ui > co 00 co ti co all V P LLJ N N N N r4 < < � M O lL Cil 0 (-4 V) I DATE 03-26-2018 DRAWN BY 3. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 =20' M uj uj 0 f ai 0 C) C) reO 0 M C) uu (3) ujO < > C) o u0 o (1) u ui 0 P-4 0 Lu 0 2 J) 0 -j(D < X 275; r) 0 2E r - h- Q(U E (D 0- 0 Z) L) 0 O 3: Z U) U) 0 <o ox Q) 0 0 11 X (1) 0 0 c) U.j 0 r- = 0CU 0 JOB NO. 0 0 40241 co SHEET NO. O C2.04 uoi a) o I .....•.•.. .. .. ... CURVE - .. ..... . ... .. : , ... j :f'ViS.a V_E, Lic, No, 04020,8507 m P 0 0 N U N Q 0 W :-, ui Q 0 W o W o W �Q..1 U00 w�—� r-� d p N N t? W (3) f,) �p�x U j Ln E- Q c Lr) O V N 00 J CD U -j w F - z O J J CL 3 CZ � U CL Q� V) Q W Q L41 o ww� > Z Z Q Lu fl O � U U O O � W W uj 4 a CZ C4 4 4 U,ti �` cz � Z Z vi DATE 03-26-2018 DRAWN BY J. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT Z O ►7 174 SCALE 1 "=20' V 1 W W o 0 0 0 o 0 o_ Wc crF o rrH Q � a z> < V1 0 o U o zui z� 0 ® 37 H LU °z J ) O F� Q 5 ujO CSS 4- E o c0 Cn a. 0 0 c Cf 0 U) ® 2 x X o (ll � N � > U call 0 � U CSS 0 O � L ui E U v Ta E JOB NO. N u).2 40241 �U as N Uc SHEET NO. ro 02.05 Q L 'w W\M", \W\1 m E LEGEND: REMOVE HARDSCAPE REMOVE ASPHALT/CURB C) 0 M U REMOVE TREE ------- SAW CUT M M LIMITS OF DISTURBANCE m E C) 0 M U N vi N c < 0 > E Q� E Lu +� ui LL. 4� LL .0 ul o r"u ty- LLJ -j � w --Ln 0� C) 0) a- CD (rj D LU 0 o U-) x CL 0 (Z) Ln c u "o U c� Q. C4 Q - Lr) C) C) V)I (3) a. 00 -j > Lu V) U) (f) c� U U c� Q� O c) Z Z Lu Lw LLJ LLJ LQ W LQ 0 Q� Q� c� Lu C) LQ Z) 0 uj Lw C) ui > co co oc) 00 0) Q) (Z) o V LLI P r� N N < < N r) re) � ch 0 rj to DATE 0 >- 03-26-2018 DRAWN BY 1. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 =20' ui 2: Lu > 0 CL 0 0 0- LLJ O Lr) < 0 C) (D Cis> 71, < 0 0 Q? U 0 zLu 0 7 L ®0 caU CL z -j U) 0 < 0 0 F- C) m V) C 0- 0 D < 0 ry U) Z .j 0Q) 2 ( < O 0 CL 0 yS CL U) X Q) 0 U) 0 0 ui E -0 -j JOB NO. 0 c� 0 40241 MW U) c: 0 SHEET NO. u 0 C2.06 uvi a) V A \k--1 I / 7-1 / /Hca— ---I I /-- / fl -W, I -'l I ellL ; Arlo" I I �RMKG'V' 2/1 CiAl 41 j z 0 C) 0 u Q� V) cj- � LU q C) ZZ Z! 2- U) > Lu (Z) v) (f) Q� U U C4 UZ) (L j- Q u C4 V) LLJ Lu Lu w Q, Z ck� ce LU 2 z U-, CL w Lu 2- C4 z Z Z co co 00 00 01 LU Q) (Z c) Q) (1,3 rN rN N < N rn ro �o m r,4 NI DATE 03-26-2018 DRAWN BY 1. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 "=20' uj 37 uj > 0 L) L) Q) r)QiO O uj O U) z> Q� o0 zu = Lu 3: 0 :D 0=0 -0 ry 2: U 2 (D Q) U) co io z .-j (D < 0 O Q) M V) c Q. 0 0 < C) cr .j U) .j 0 7; x cu V) LU M U M 0 6 JOB NO. 0 0 40241 SHEET NO. C2.07 vvi a) Q SCALE 1"=20' 0 20' 40' M 00 n Q z 1��7�►1o]I REMOVE HARDSCAPE REMOVE ASPHALT/CURB REMOVE TREE ------- SAW CUT I• ® LIMITS OF DISTURBANCE Y 2�j�� C2.06 ! STORM INLET TOP=459.88 INV /N=442.75 INV OUT=436.40 a-... Y. -... REMOVE IRRIGATI ,d � , f I R HH \ AN D AL E . 1 � RELOCATE �,...'' , .. ., .,.. r l V � €,STf�UCTTURES � .. . >/ • ya <: r:•' _:.. ;; ' ' BOUNDARY LINE .. , ;• s REMOVE '�• i 1, v SHRiJB AREA ,' .4 , `x k 's,.4 ,,,,�„A, r �. _ Tom. � �� ,, .: ' -.a_".. `.: ASPHALT , L I m NU N � C Q O > E E Lu Lu !-- a; W o Lu O ¢�_vOo ui Ln o W N 3:O Q d GC °L D Q ::3 Ln c U j F- Q C. U) O a' 4 N �ry) 00_j tDF- vi O (0 Z) O I— uj Lu 6T�1 u Q z O H ZD O z O a (.f) 4 Q. W-21 Q �C z Z Z a Lu V) LQ w O O (f) (.0 a U U O Lrlh— UUti;Quj uj 0 LL, � L,4 CC) CC) CC) CC) 0) O W O O N O O QN ry) O �o 01 M , C) N O N 7 DATE 03-26-2018 DRAWN BY .1. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 ”=20' V J W 37 W 0Q) U O O O N s O 0 O L L cu r' H O L.L � �� O LLu tj 0 a ry H LLi ®(D �— ° L z 0 cu EQ QD U O z O L Q) Q ii Z O r_ 0 a a. Jc Co u U O O U O co C r y, 4 0 7D O W Y7 U cu O � (B JOB NO. ° c L O 40241 U N 0 0 SHEET NO. " ro C2.08 O � m M P O O NU N � Q o > E w F- LU U a 3 LL o W uj L 0 Q�J Vco LU ern ra a oN j LU z .ie 'dam" � 0 V) U- oa U y Ln C Ln O a 00J 0 (D Z) 0 M LU U Q z 0 e� z 0 J J F - 0 U CL V) 4� Q W Q TZ� z zza��'.. O p w fl V) U-) U U Ul) O O LUL wwww�' aaQ�Q� aoo®� oLucLLJz� n co co co co 0) LU O O N Q) < N M M , N N DATE 03-26-2018 DRAWN BY J. SANDERS DESIGNED BY A. ALLISON CHECKED BY O. SHIFFLETT 0 SCALE 1 "=20' vi W W > 0 U a) a 0 0 i� v a o_ L W CCS 0 un � o rn z> ul ) 0 Q O U o w 0¢ ° }� 2: U Lu o cD m (1)z wo C) in no o� r� J Z v� ov �x �x v 0-5 � _ a> a- 7 u U � H N O O U 0 V l � O � O ujU � O -0 6 i5 JOB NO. 0 N a 40241cu c� O SHEET NO. c C2.0 w ro 0 M E O O M U N � N � < O E W Q CC C ~ V N Q l� 4-J � LL. L Lu O � J U oMo J ---- Ln H M O N U LU N O Q oC LL 0 Q c _ > Ln c In 00') N C CO J Z O U) L CQ. CL w Q q 4 O W W Q W O U U O Ul V) V) O ccl I I UUtiLuLLJ LU CL � C4 cj� 4 4 C4 z Z Z LU O O N ® (7� A N N I N N Q N M O M � 0) 1 I n N��N DATE 03-26-2018 DRAWN BY 1. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT c m E N T Q C3 0 0 0 N O N 0 0 a 3 z 0 F= - J 0 7 - LU M N N m m d M U_ a� m t7 O J W ry O IL W m M N 0 m s 5 YI U .3 N v Y N O V co O re! SCALE 1 "=20' V l W Wc ai U O C O O 0 O ffi i Wa uu O Q � � Hn O r (D > �- � O v � � U � O Lu N a �0 H J wo ro S o -o c o 0- o O 0 a) N X � N v-- N T O Ii 0 O O Cz. N U H i X O N U fB O U N O W E� E O U � O � -aa, La �U JOB NO. N c O //J� 40241 U C C O o SHEET NO. " C2. 10 N r a a L L ry L 5rA n 0 7D � 00 U) 0 0 E —0 Q) co (n C: 0- 0 D 0 0 (D cl) Z 0 O -r_ 0 O O O U) 0 a -0 a L L I m L Lic, No04020AS5-11)17 211qllq E DATE 0 ® 0 M U >- 03-26-2018 r -A ui N c 1. SANDERS < 0 A. ALLISON Aft > E C. SHIFFLETT SCALE LU -E 1 =20' Lu 4� 4- ui U. Lu o CL 5m 16 Lu Lu f > U00 0 0 m —L6 L: (D C) ch ON V) 0 ui < r-4 uj CL 12 'o Q) 1-1 V) 0 Ul) x 0 < c z>�� C) C) (n= r4 (1) 'D 4 c� 0 > Ln U LU CL CL O c: LU (D Q U L z w V) p --q z 0 Ll� LL, Lu LLJ < co E f 00 -j lL7 I— (D co Z) Prz > C) C) (1) LU U Q) < 2" x E:2) cu, 0 a)= 0- 0-� Q- 23 0 Ln u u U-1 W Ljj r r% vi C4 C4 > U > LU U-) 0 a Lp -j w Q� Q� C4 40241 SHEET NO. Lw LL, LOL, C5.06 co w 0 -,g oow ck� Qw� ui 00 00 00 co 0) > 111 Q) Q) C.) Q) V uj P < < N 0 )--I Lr) N DATE 0 >- 03-26-2018 DRAWN BY 1. SANDERS DESIGNED BY A. ALLISON Aft CHECKED BY C. SHIFFLETT SCALE 1 =20' ui CL 5m 16 ui f > 0 0 L: (D 0 F-4 V) 0 ui < CL 12 'o Q) 1-1 V) (D (D c z>�� U) z�� 0 0 0 .2 U LU (1) U') 0 cl� (D (D U L z 2 p --q z < C) < co E f (D co Z) 0 cl) 7' (n U) 0 Q) < 2" x O 0 a)= 0- 0-� Q- 23 0 X 0 r r% vi 0 ui 0 JOB NO. 40241 SHEET NO. 0 T C5.06 co w 3O -0 OL 2 (r O U) ro cu 0- 0 D 0 0 rr 0 Z U) 0 CL x a) Q) a) 0 (D U) c cu 0 O 0 F- 0 LD 0 co (D tq Q7 0 m JL.ifi,, No0402048507 /lq/I cj M E ® 0 M U N V7 N O Q O > E LU LU IL -L, O � LL uj O L {� J U W ui '� — u7 H Ql O C'J rN ur 4 O ro o � c U j Ln I- Q c O N �� z O J J � � Lr)�Q. Q. W z z a a o > w U� V Q� UUcj�CZLr) zzQ) C)j ooW�w WWLLA UjLU CL 4, cl� Q O 4 0 V) U" W W O c ti cl� C4 Z Z� uo co co co co b O LU b O N b b N N , rN Q N M b to 0T M , DATE 03-26-2018 DRAWN BY 1. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT (A Z O �I AM SCALE 1 "=20' V 1 W W U O O O U a) u O 1� 0 O umic O C� W �>� o u 0 02 zJ 0 W20 �- m �z 4 0� C) a �v 0 a. 0 0�2 o� 0 � o� �CL �x �(1) O �� Q u �u v o O U � U N 0 Ilj c �- O O W O C U � O � 3 6 C6 �U JOB NO. ° c L o 40241 �U �o SHEET N0, ro n a SO cz '- cu 0- 0 a) 0 0 cD 0- U) 2 z O O D— 0 ::) 0 0 (D Z 0 O cz O to U 55 0 E 0 _0 -0 Fu cu 0 0 O -0 M E Pre-ReDeveTopment Land Cover (acres) Rtinfiff Cnpffir.ip.nts IRV! ra ICU, ............... .............. Check BNIP.Desi_anSp-ecifica.tidmLi-*,t- 2013 Draft St&� &Specs Linear projecit? No Land cover areas entered correctly? V Total disturbed area entered? V A Soils C Soils k Totals C Soils Tc,tal Ph (TP): EM mg1L) ........... ............. . ,02 c _SORS ................ MAna.0ttl TU11 ............ re............ .......... .......... ............... ....... ............... ........... ... ......... ....................... . . 6"" .. .... ....... . . . . .......................... . ..................... ............. .................... .............. ........... . ............. ............ . , .............. . ..... ............ Post�Development Land Cover (acres) . ..................... .. ............................. . ....................... ............ . ..................... ..... .......... ...... ..... ..... 'A Soils 850iis C Soils totals ---- - - ForesUopen Space (a,�Wes) - — - -- --_--____ ............. - _ . . .............. .......... . ................ . ............... ............. ........ ... ..... ............ .......... .............. .......... . . ................. .......... .......... .............. .................. . .............. ........ .. . ......... ............... Managed Turf (acres) - gmded . . ......... .......... .. . ............. ............. . .. ... .......................... .. ............. .......... ...... ............. ..... .............. ... ................ ............. ................ 4 .4 'a Rtinfiff Cnpffir.ip.nts IRV! ra ICU, ............... .............. Check BNIP.Desi_anSp-ecifica.tidmLi-*,t- 2013 Draft St&� &Specs Linear projecit? No Land cover areas entered correctly? V Total disturbed area entered? V 43 8 Soils C Soils Tc,tal Ph (TP): EM mg1L) .... ......... ..................... ............. ..... ........ .. ..... . . . .......... ,02 c _SORS 0 —sah 0 '0511-=11, ............ re............ ............ ........... . . ............ ........ . . . .. ....... ........... ..... . .... . ......... ............ ...... . ............ ............ Rtinfiff Cnpffir.ip.nts IRV! ra ICU, ............... .............. Check BNIP.Desi_anSp-ecifica.tidmLi-*,t- 2013 Draft St&� &Specs Linear projecit? No Land cover areas entered correctly? V Total disturbed area entered? V Land Cover 514mowy-Pre ASoffs 8 Soils C Soils D Soils .... ......... ..................... ............. ..... ........ .. ..... . . . .......... ,02 c _SORS 0 —sah 0 '0511-=11, ............ re............ ............ ........... . . ............ ........ . . . .. ....... ........... ..... . .... . ......... ............ ...... . ............ ............ ............... ....... ............... ........... ... ......... ....................... . . 6"" .. .... ....... . . . . .......................... . ..................... ............. .................... .......... .. .. . ... .... . ...... .............. ...................... ............ . , .............. . ..... ............ ........... ............ ...... ........ Land Cover 514mowy-Pre a salk Pre-RaDevelopment TalImPerviovs Covt�,Treatvd (aaes) ... . ....... .... ......... ..................... ............. ..... ........ .. ..... . . . .......... ............ . ..... .... .. ........ ........ ........... c _SORS 0 —sah . ........ .. ............ re............ ............ ........... . . ............ ........ . . . .. ....... ........... ..... . .... . ......... ............ ...... . ............ ............ ............... ....... ............... ........... ... ......... ....................... . . 6"" .. .... ....... . . . . .......................... . ..................... ............. .................... .......... .. .. . ... .... . ...... .............. ...................... ............ . , .............. . ..... ............ ........... ............ ...... ........ . ..................... .. ............................. . ....................... ............ . ..................... ..... .......... ...... ..... ..... 11-1.1 .. .. ............ . . ........... ................ ..... ............ mp e 0�,,s r I ........................ : ............ ........... .......... ........................ ........... . .. ..... .......... . . ................. 2.97 . . . . ... ..... ... . ..... .. . .. ......... ..... ............ .......... ....... ..... .......... . .. �'ll'...."..�":......,.,.,""""I ..... ............. ........... ............ .. . ................................. . Total Site . .. ... .......................... .. ............. .......... ...... ............. ..... .............. ... ................ ............. ................ Site Rv ....................... .............. . . ....... ................. Lims n d, Lead ... . ...... ........ ..................... ..... .............. .. .................... ........... .......... .... .................. .................... ... ............... .................... ....... .............. ....................... ....... ................... .... . . ...... Pre- PeDeve I opment Tmatment. Vol .......... ........... ........... M .................. .................... . . ............. . ............... . ............ . ............... . . .. . ........ ... . . .. ......... . . . ............ "I'll - - — - ---__ ............... ........... .... ..... ......... . .... . .......................... .......... .. ............... ............... ............... . . . .......... ............... . . .... ... .. ... Fm"ReDevel opmentreatmern: Val om6 ............ ........ .......................... ...... ..... I . . ................ .......... .......... .. . ................... .... . ... . ....... ... ...... ............ .11111111-1.1-1-111 ........ . .... ....... ..... ........... ............ . . ........ .......... ............. . ............... . . ... ...... . ft� W M R unoff R� PA: . ............. .......... . ............ .... .... ... . . .......... .......... . ........... . .......... ...... .................. . . ......... withRuAoff ........... ....... ...... . . ........... ....... .... .................... ... . .................... abve TP Load ......... ............. 9. 9 . ... .. ........ ..... ........ ..... .1 ...... ...... ........ ..... - ..... ........ ........... ........ ..... .......... ...... . ..... ............... .......... .... ............ .. . ... .... ..... .............. ..... . ........ . . . . .............. ............. ........... .... ....... ...... ....... .... ............ ............ ................ A*usted CN ................... ...... .......... .. . .. ................ ........................ .......... .. . . ...... .. . . ,6.41, lbVacreiyr appiieiI Va pre_� ap,ea �ex C ob,we s...................... ......... ------------------- 7 Droh, age Ama 6 ........... a. ......... II CN Drainage Area Curve Numbers and Runoff Depths' a salk C I nu?"bea I CN, cNadij ond mnaft depfft fl? V are computed Mth and. w ............. ...................................................... ................................ .......................................... TalImPerviovs Covt�,Treatvd (aaes) Dugn4ga Area A A Saih I 8 Sofl!s c _SORS 0 —sah - - oDralfutlie . ...... .... 77 . . .......... ... 7777TF77 . ..... .... . . . .... .. . ......... .......... ........... .................... .............. .. ........................... .. . .. ......... .. . . ..... . ....... ..... .......... . .. �'ll'...."..�":......,.,.,""""I ....... I,," ...... . . . . ......... ............. ...... ... ............. .................... ... ........ . .... ..... .. . ............ ............ . ........... . ......... . . .... ..... . ..... .... ....................................................... A ............. ............ . . . ...... . ....... .. W ........... ................. . .......... ..... .......... ........... ........... M storm 2-rar stonn 1.0— 'Stor nk ,RV with no Rut, W R . . ... ...... . ft� W M R unoff R� PA: - - _-_ - . . ........ ............... ......... withRuAoff aj .. ............. ............... abve ............ . ..... .......... ... .. ..... - - — - -__ ---- . ............................. . ... .. ..... c5polis with Runoff Reductis ........... .... ....... ...... ....... .... ............ ............ ................ A*usted CN ................... ...... .......... ............... .............. .. ......... .. .. ob,we s...................... ......... ------------------- 7 Droh, age Ama 6 ........... a. ......... ...... . ... ....... ........... ... ........ . CN CN n....... ............. I ........... .......... .. . ... ........ ........... . ... ...... . Storm ........... iRV, DrainageAxe-ala A Soil$ a soft C Soils D s;ih, . ............ ...... . .... .. ...... ........ . . .... .... . ............. ............. ............ . . . . ...... . .......... . .. ..... ... . ............. . ..... ..... CURVE NUMBER REDUCTION CALCULATION ANALYSIS POINT 3 ............. .......... unoff Redudion, . ... ............... with . ........... !L with no Run ......... .. . . . .......... ............... with Runoff Reduction' . ......... . .................. ........ . ......................... Mee C ... A S�6ils .......... .......... ... . .... ...... ...... .. .......... ......... . . ......... . ........... .1 . ........... ---- - ------ ..................... ocu on I ................... . ........ .......... with Runoff 4 Adju ------------ ------ ------ - - --- ............ Drainage Area 0 A Saits 8 soi�s C - - -------- 0"Aditic ---- --------------------- ........... .... . .......... Are ............ . ......... ... ........ aw . ........ .......... iturm 2 -year Amin 1011e�33r �Aorrn .......... . . .... .......... .. . .. r, with ... ......... . ...... ... .. ... ............ . . ..... . .................. ............. ....... . . .............. .... ............ .............. . .. ... . ... . . .. . CN I ........... -- -------------- ......................... -- ................... ................. .................... ............ . .. --- -- ----- — --------- ... . ........... . . ... ... ..... — — ---- - --- — — ------ — CURVE NUMBER REDUCTION CALCULATION - ANALYSIS POINT 1 ....... . ......... ..................... Runoff Volume and Curve Number Calculations i Drainage Area Curve Numbers and Runoff Depths* Curve Wadi) crnO rwlof depM5� ow. rorspoted with and without reduction Practices, �r;ioage Area A a salk ............ TalImPerviovs Covt�,Treatvd (aaes) eun............ . . .......... .............. ........... ---------- . ......... .......... Ad[uood CN .. . ... ..... . . . .......... ............ - - oDralfutlie . ...... .... ........ ....... ..... ..... ............ Area 9 A 5,A ... ........ ... . ..... .... . . . .... .. . ......... .......... ........... .................... .............. .. ........................... .. . .. ......... .. . . ..... . ....... ..... .......... . .. �'ll'...."..�":......,.,.,""""I ....... I,," ...... . . . . ......... ............. .......... . .... -- - ........... . .... ..... .. . ............ ............ . ........... . ......... . . .... ..... . ..... .... ....................................................... A ............. ............ . . . ...... . ....... .. W ........... ................. Draip*e Atoa E, A Soils a salk TotW TN Load TalImPerviovs Covt�,Treatvd (aaes) eun............ . . .......... .............. ........... ---------- . ......... .......... Ad[uood CN .. . ... ..... . . . .......... ............ - - oDralfutlie . ...... .... ........ ....... ..... ..... ............ Area 9 A 5,A a c $oil$ o solk ............. --------------------------------- . ......... .......... ........... .................... .............. .. ........................... ............ ........ ..... ...... ........... . .. .... ... . .... ..... .. . ............ ............ . ........... . ......... . . .... ..... . ..... .... ....................................................... A ............. ............ . . . ...... . ....... .. W ........... .......... .......... . .......... ..... ............ ...... M storm 2-rar stonn 1.0— 'Stor nk ,RV with no Rut, W R . . ... ...... . ft� W M R unoff R� PA: - - _-_ - . . ........ ............... ......... withRuAoff aj .. ............. abve ............ . ..... .......... ... .. ..... - - — - -__ ---- . ............................. ain4eArea C A SWN c5polis ................... ...... . .......... .... ........ ............ ................ .......... . . ....... ......... .. .. I. s...................... ......... .. ......... ........... a. .................. ...... . ... ....... ........... ... ........ . CN CN n....... ............. I . ... ........ ........... . ... ...... . Storm iRV, DrainageAxe-ala A Soil$ a soft C Soils D s;ih, . ............ ...... . .... .. ...... ........ . . .... .... . ............. ............. ............ . . . . ...... . .......... . .. ..... ... . ............. . ..... ..... CURVE NUMBER REDUCTION CALCULATION ANALYSIS POINT 3 ............. .......... Runoff Volume and Curve Number Calculations . ... ............... . ........... with no Run .. . . . .......... ............... with Runoff Reduction' . ......... . .................. ........ Draip*e Atoa E, A Soils a salk TotW TN Load TalImPerviovs Covt�,Treatvd (aaes) CON,?, deptft fAV a Mth ond without eeducdoo prucVc�m ---------- . ......... .......... .......... .. . ... ..... . . . .......... ............ - - Remajn-nZ TP Lo�W Re"Oon. (lb/yr) . ...... .... ........ ....... ..... ..... ............ ------------------------- ---------- ----------------- ................. . ..... . . .. .... ... .... ... ... .... . ......... . .... ..... . . . . . ....... ......... . . . . ,,.I Till ........... .................... .............. .. ........................... . ........ ..... ...... ........... . .. .... ... . .... ..... .. . ............ ............ . ........... . ......... . . .... ..... . ..... .... Adjusted, CN' CURVE NUMBER REDUCTION CALCULATION - ANALYSIS POINT 2 .......... . � � � Runoff Volume and Curve Number Calculations Area Curve Numbers.and Runoff Depftl dre romputd wk -h and - --- -- .... Drainage Area A ASWIs 9 soft csdils DSolls: Am� Nitrogen. Loads (Infiurmatinal Pu nposes Only) ........ ..... . ......... .. . . ......... TN tw 7== F '34,76 Fmt &New . . ........... . .... ... — - Drainage Area Summary I-Vear storm 2�year sto�m 10:1e-ar 5torm .............. .................. .......... . . . .... .. .............. RVD-4 rig with no Runoff PeAuttion*' . . . ......... ....... ......... ........ . ... ....... :DA� A 0;A, B DA, C DA, 0 D -A, f Total - - ------- - - - - - wihRunoff &di . . ......... Ai*usted CN ............. . ------------Managed Turf (acre 8 0 OM, 0�25 GM 1,96 - - — — - ---------- ---- - -------- .......... ............ ce0.2� 0,00 k , OtaimgeAraas, A c5efis D Soi 6 ... .......... . 2.55 . ............. --------------- ---------------- To tal Are 0,50 000 =5.01 I---------- ..... ....... ... .. ........ ----------- - ------- Drainage. Area Compliance Summary ---- - ------------------ - - - -- ----------- -.......... .... .. ....... . .. . ....... ...... 0A. Mk C D_k1 D DA� E tat D.A� A ............... Site Land Cover Surnm. TP Load Reduced IMIYO anc, --- - - --------- ....... — ----------- - - -------- - ---- - ---- -- ---------- — - -- - ------------ - -- - ------ - ------- Arm sr Mann I year i3orm ......... . 16 44 TN Load Reduced (lb/yr) Pre-ReDevelopment land Cover (acres) .................. A soils i a Soill csoift D Soils Totals .. .. .................. ... .. ........................................................ ............ ............... .......... ....... ....... ....... . Al, ........... managed Turf (atres) 0.0n Drinage Area A Summary Dr�� Ar- A Soil& 1-97 T� ...... ...... Cover facre�) 0.06 Land Cover Summ�gy .................... ---------- ........ . . ............ ............. .. . ......... .. ........... ...... . ...... .... .... ........ .. . ........ .. . ................ .......... P A Soils a sons C Soft D Soils Total % of Total .......... A, h c D Soils Totals % of Total . . .... . ... .......................... . . . ......... . . . . forest/ pep Marage-4 Tud (acrP4 O -W OAD 41 . ....... 0 ................ Man p.d. Turfj�icres) 0,00 50 Imperviom Covr sorm0,00 Rva.A.PM with no Runoff . ......... .... ...... .............. ............ ............ . . .......... ... amp Selections Site Tv and Land Cover Nutrient Loads ..... ...... RTe Float post Turf Im TP toad from uftb�pated TP post-ReDevel pment ................... .. An TP Retnoed TP R soi l� posl� Adjwstetl Pre, TO Load ASoils 8 soi�� C Soils TP load p Creditrea Cover cre4it Ustream ioad to prsctlfo Treatment to be Development ef acrle! .......... ........................... - ------ . .. . . ....... Per acre vvl�me Ift I (I b/ vf) TP Lo�od per acr Rao . ....... (New Iperviow4 Ae........... . i0,50 1.18 Total lmervious Cover Treat" ..................... .............................................................. ............. ....................................................... ........... ........................... ..... ............................ .. ........... ............................... ............ .......... Treat, 1. Volume W) . ..... .............. . ............................. ...... ............. .............. ................................ ....... ... .. . .. - - -- ------ ToW Turf. AreaTreated (acres) 7 TP Load (lblyr) '91 3,25 ...................... 9 ........... .. Total TP Load Retluction Achieved in . ........... ---- Tiotai TN1,otid Reduttion Achieved in Total TP Lbat:19 Md uction Requireit With n� Runoff ReducCon, ............. . ........... .... . .......... - ------ - --- - ----- - --- --- --------------- -- ------ --- 0ils C Soils ............. .. . ... .... ........................ . .. . ......... . . ............ ............. . . . ....... .. ....... ..... . . . .......... . ... vf, EMERE= . . . ...... Rvu,,� with no Rutwff Redud . ..... ................... ith Rvnoff Redu W! . . .... ........ ............. ............................ I ...................................... . . ... .. .. ............. ...... . . . - ------ Managed Turf TP Load from Untreated'TP Downstream Aid4jk4ted Total RunvffVolume Re00ion (ft OMP Treatment TP Removed T' Re .................................. practice Credit. Area cover Czedit UpOream Load to,Fractice Tm�tment to be, valume,(ft TP Load. Rodurtinn Arhi�wed iacres) Area jacrmj practires (I hs) s) Emplayo-4 376 DrainageAre, Run ths* Cu Dep TotW TN Load TalImPerviovs Covt�,Treatvd (aaes) CON,?, deptft fAV a Mth ond without eeducdoo prucVc�m Total Turf Area Treated (acres) 44 TP Load Totaf TP Load Reduction ArhA04ed in 2-17 Remajn-nZ TP Lo�W Re"Oon. (lb/yr) Total TN Load.Reduftion Ai�hieved in ........ ....... ..... ..... ............ ------ ---- ------- --- ------ ----------- .... ... ... .... . ......... . .... ..... . . . . . ....... ......... . . . . ,,.I Till ........... .................... ........... ........... . .............. ......... ..... . ......................... ........... . .. .... ... .. . ............ ............ . ........... . ......... . . .... ..... . ..... .... ............ ;�. , ................... ....... ................... .. . .... . ..... ............ .. .......... .......... .......... ..... ............ ...... . . ... ...... . ft� W M R unoff R� PA: ......... withRuAoff .... ....... . . .... ------ .......... - — ------------- . ............ . ................. Ch ------------------------- ------------------------- ..... .... . ............ . ..... .......... ... .. ..... - - — - -__ ---- . ............................. ................... ...... . .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............ ................ I. ......... ... ........... a. ...... . ... ....... ........... ... ........ . CN Storm iRV, . ........ ........ . 92 ..... ........... .. .... .... CURVE NUMBER REDUCTION CALCULATION ANALYSIS POINT 3 Runoff Volume and Curve Number Calculations . ........... Area Curve Numbers.and Runoff Depftl dre romputd wk -h and - --- -- .... Drainage Area A ASWIs 9 soft csdils DSolls: Am� Nitrogen. Loads (Infiurmatinal Pu nposes Only) ........ ..... . ......... .. . . ......... TN tw 7== F '34,76 Fmt &New . . ........... . .... ... — - Drainage Area Summary I-Vear storm 2�year sto�m 10:1e-ar 5torm .............. .................. .......... . . . .... .. .............. RVD-4 rig with no Runoff PeAuttion*' . . . ......... ....... ......... ........ . ... ....... :DA� A 0;A, B DA, C DA, 0 D -A, f Total - - ------- - - - - - wihRunoff &di . . ......... Ai*usted CN ............. . ------------Managed Turf (acre 8 0 OM, 0�25 GM 1,96 - - — — - ---------- ---- - -------- .......... ............ ce0.2� 0,00 k , OtaimgeAraas, A c5efis D Soi 6 ... .......... . 2.55 . ............. --------------- ---------------- To tal Are 0,50 000 =5.01 I---------- ..... ....... ... .. ........ ----------- - ------- Drainage. Area Compliance Summary ---- - ------------------ - - - -- ----------- -.......... .... .. ....... . .. . ....... ...... 0A. Mk C D_k1 D DA� E tat D.A� A ............... Site Land Cover Surnm. TP Load Reduced IMIYO anc, --- - - --------- ....... — ----------- - - -------- - ---- - ---- -- ---------- — - -- - ------------ - -- - ------ - ------- Arm sr Mann I year i3orm ......... . 16 44 TN Load Reduced (lb/yr) Pre-ReDevelopment land Cover (acres) .................. A soils i a Soill csoift D Soils Totals .. .. .................. ... .. ........................................................ ............ ............... .......... ....... ....... ....... . Al, ........... managed Turf (atres) 0.0n Drinage Area A Summary Dr�� Ar- A Soil& 1-97 T� ...... ...... Cover facre�) 0.06 Land Cover Summ�gy .................... ---------- ........ . . ............ ............. .. . ......... .. ........... ...... . ...... .... .... ........ .. . ........ .. . ................ .......... P A Soils a sons C Soft D Soils Total % of Total .......... A, h c D Soils Totals % of Total . . .... . ... .......................... . . . ......... . . . . forest/ pep Marage-4 Tud (acrP4 O -W OAD 41 . ....... 0 ................ Man p.d. Turfj�icres) 0,00 50 Imperviom Covr sorm0,00 Rva.A.PM with no Runoff . ......... .... ...... .............. ............ ............ . . .......... ... amp Selections Site Tv and Land Cover Nutrient Loads ..... ...... RTe Float post Turf Im TP toad from uftb�pated TP post-ReDevel pment ................... .. An TP Retnoed TP R soi l� posl� Adjwstetl Pre, TO Load ASoils 8 soi�� C Soils TP load p Creditrea Cover cre4it Ustream ioad to prsctlfo Treatment to be Development ef acrle! .......... ........................... - ------ . .. . . ....... Per acre vvl�me Ift I (I b/ vf) TP Lo�od per acr Rao . ....... (New Iperviow4 Ae........... . i0,50 1.18 Total lmervious Cover Treat" ..................... .............................................................. ............. ....................................................... ........... ........................... ..... ............................ .. ........... ............................... ............ .......... Treat, 1. Volume W) . ..... .............. . ............................. ...... ............. .............. ................................ ....... ... .. . .. - - -- ------ ToW Turf. AreaTreated (acres) 7 TP Load (lblyr) '91 3,25 ...................... 9 ........... .. Total TP Load Retluction Achieved in . ........... ---- Tiotai TN1,otid Reduttion Achieved in Total TP Lbat:19 Md uction Requireit With n� Runoff ReducCon, ............. . ........... .... . .......... - ------ - --- - ----- - --- --- --------------- -- ------ --- 0ils C Soils ............. .. . ... .... ........................ . .. . ......... . . ............ ............. . . . ....... .. ....... ..... . . . .......... . ... vf, EMERE= . . . ...... Rvu,,� with no Rutwff Redud . ..... ................... ith Rvnoff Redu W! . . .... ........ ............. ............................ I ...................................... . . ... .. .. ............. ...... . . . - ------ Managed Turf TP Load from Untreated'TP Downstream Aid4jk4ted Total RunvffVolume Re00ion (ft OMP Treatment TP Removed T' Re .................................. practice Credit. Area cover Czedit UpOream Load to,Fractice Tm�tment to be, valume,(ft TP Load. Rodurtinn Arhi�wed iacres) Area jacrmj practires (I hs) s) Emplayo-4 376 L CURVE NUMBER REDUCTION CALCULATION - ANALYSIS POINT 4 Dra.1 I nage Area, Curve Numbem and. Runoff Oepths.* ------------- ----------------------------- TotW TN Load TalImPerviovs Covt�,Treatvd (aaes) ces, Total Turf Area Treated (acres) 44 TP Load Totaf TP Load Reduction ArhA04ed in 2-17 Remajn-nZ TP Lo�W Re"Oon. (lb/yr) Total TN Load.Reduftion Ai�hieved in L CURVE NUMBER REDUCTION CALCULATION - ANALYSIS POINT 4 Dra.1 I nage Area, Curve Numbem and. Runoff Oepths.* Curve numbem fCN, CNadj) and ranoff depths with and wfehoat ces, ... A Soil -s 5 D ai - - . . ......... ............ ... - - ----------- ........ ....... ..... ..... ............ ------ ---- ------- --- ------ ----------- .... ... ... .... . ......... . .... ..... . . . . . ....... ......... . . . . ,,.I Till Val — ------- — ----- - ---- - - -- ------- - --- - - -- ........... ........... . .............. ......... ..... . ......................... ........... . .. .... ... .. . ............ ............ . ........... . ......... . . .... ..... . ..... .... ............ ;�. , ................... ....... ................... .. . .... . ..... ............ .. .......... .......... .......... ..... ............ ...... PA: . ..... .......... ... .. ..... - - — - -__ ---- . ............................. ................... ...... . .......... B A ..... ............ 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NDER DESIGNED BY CHECKED B C. SHIFFLETT SCALE 1 =50' Uj LU > 0 CL 0 LUI A 0 Z_ 0 (D < > < Uj Z) LLJ 3 0 < .2 U 0 I 0 cy-, L) < 0 ry 0 (.9 0- Cl) - z Q) 0 LJ.J 0 :E C: 'o CL 0 Uj 0 < C/) 0 0 0 0__ 0 CL :F= 0 0 (1) 0 :F= F= 0 CU 0 JOB NO. 0 E 0 40241C 0 SHEET NO. CP 0 .0% I a) -0 C 6. 0 7 m LAN REINFORCED TURF No Scale FLUSH CURB 4" 21 B STONE SECT16N r^FF:F I . lYsi FE. U,-, T iSLR 'i. Ti F $.Staff k3=' :sof- ��iPf��vtr<.�vr>f SUB -BASE (D)THICKNESS EQUIREMENTS 'VVI GEOG ID A01 MAovIkid- foCCCo rrn OUCCTC r+n nn r+n nn Cno r rnr+Arrrnnn )3J e kifif #3 �FvE=dt ruts FN t n tr t£ to ac:�a#.;> f>oty L dit ✓ '.'..3 t XEu � LtP{CS 3t U z ;;. �4 .3 R': tF -;F� 1 µ„--- URBANGREEN PLASTIC PAVERS' GRASS ir't#'~xTALU TIS. N STANDARD DETAIL I V_ UNDERDRAIN PIPE PERMEABLE PAVERS SECTION - LEVEL 1 DESIGN No Scale VLV 1 L/\ I ILL FABRIC 1-1/2" PERMEABLE SETTING BED AGGREGATE 4" 21B STONE 8" #57 STONE COMPACTED SUBGRADE SLOPE TO UNDERDRAIN Virginia Stormwater Management handbook, Chapter 9 Inspection Date July 2013 ( Virginia Stormwater Management Handbook, Chapter 9 Project Site Plan/Permit Number Location Date BMP Placed in Service Date of Last inspection Inspector Owner/Owner's representative As -Built Plans available: Y / N Facility Type: Level 1 _..___....____.._.._____.._.._..___.__-__.._..y..___-- Level 2 Ideally, each permeable pavement installation should be Inspected in the Spring of each year, especially at large-scale installations. T < :ars#,sr� i r:>r fxs i- 1d'jr 3'% A01 MAovIkid- foCCCo rrn OUCCTC r+n nn r+n nn Cno r rnr+Arrrnnn )3J e kifif #3 �FvE=dt ruts FN t n tr t£ to ac:�a#.;> f>oty L dit ✓ '.'..3 t XEu � LtP{CS 3t U z ;;. �4 .3 R': tF -;F� 1 µ„--- URBANGREEN PLASTIC PAVERS' GRASS ir't#'~xTALU TIS. N STANDARD DETAIL I V_ UNDERDRAIN PIPE PERMEABLE PAVERS SECTION - LEVEL 1 DESIGN No Scale VLV 1 L/\ I ILL FABRIC 1-1/2" PERMEABLE SETTING BED AGGREGATE 4" 21B STONE 8" #57 STONE COMPACTED SUBGRADE SLOPE TO UNDERDRAIN Virginia Stormwater Management handbook, Chapter 9 Inspection Date July 2013 ( Virginia Stormwater Management Handbook, Chapter 9 Project Site Plan/Permit Number Location Date BMP Placed in Service Date of Last inspection Inspector Owner/Owner's representative As -Built Plans available: Y / N Facility Type: Level 1 _..___....____.._.._____.._.._..___.__-__.._..y..___-- Level 2 Ideally, each permeable pavement installation should be Inspected in the Spring of each year, especially at large-scale installations. -Party Construction Inspection Checklist and C ertiffeatiow: Perusable Pavemoont DEQ r-, No, 7 s PFM � 304 i°3f!-#teys€!#£fa:s *,e8a; ... ...... ._ _' __._ - t'r�in§t�&.tR73' $646 i�'fSg{f;K3 i9 s3a>.rLzll i�� t#c>.§i€,t-, A MAIM Mf 3 �z�tatri�Fss:3�r�dasi;ta��,3rn��rrssass#'ss:.f:zi;<f7dsz€#�rns�§tEsz� :r*2rrF33>rrA,�rruxacT§€m di fJrtt'YSAte'asstu3nTtFf< �bslxo-€�zaf� vrsczu�yffss�;, t ��ttclrr July 2013 T i r i- irrigate and apply Organic I lemisf There is evidence of (not chemical) fertilizer, as }sfls erosion and / or bare F4Li$tsAtG�rbi l JCdY3I€rtaiPIli d£#lYitil NOW or exposed soil in rid p g I 1 _ , healthy and dense enough to fr+bi rs provide filtering while paver areas protecting the underlying ......................................... .; ': 1.< '.:? ........ _.... .......... . ;_ . . : .... There is excessive Remove immediately. Owner or trash and debris Remove immediately and professional There is evidence of vacuum sweep the area to Owner or Contributing erosino and/or bare or Stabilize immediately. professional Drainage Area exposed soil pavement pores. There is excessive The surface must be kept Owner or landscape waste and Remove immediately. professional and clippin s debris, and sediment by Pavement indicating the pavement is not Check that tree roots have Surface draining properly, not penetrated the pavement Measure the and leaf residue has not Adjacent Trees and shrubs are clogged the pavement. Owner or Vegetation within 5 feet of the Vegetation that limits access Professional pavement surface or interferes with the following a storm permeable pavement event that exceeds operation must be pruned or Professional 112 -inch of rain. If removed. There is excessive installed, the sweeper must trash, debris or Remove immediately Owner or Inlets, Pre- sediment pick up the stones between Professional Treatment Cells accumulation the paver blocks, Following and Flow There There is evidence of the vacuum sweeping, test owner or Diversion and 1 or Stabilize immediately professional Structures exposed soil pouring water from 5 gallon have accumulated clean out sediment or Evidence of clogging debris. Remove and wash or Professional There is evidence of replace stone, as needed Structural surface deterioriation, such as slumping: Eliminate standing water and professional Integrity cracking, spalling or establish vegetation, treat for broken pavers. mosquitoes as needed. If Pavernen# Is each observation sprays are considered, then Owner or Surface Mosquito proliferation use a licensed pest professional Outlets are obstructed controller to apply an Outlet or erosion and soil approved mosquito larvicide Owner or exposure is evident (only if absolutely Professional below the outlet. necessary). -Party Construction Inspection Checklist and C ertiffeatiow: Perusable Pavemoont DEQ r-, No, 7 s PFM � 304 i°3f!-#teys€!#£fa:s *,e8a; ... ...... ._ _' __._ - t'r�in§t�&.tR73' $646 i�'fSg{f;K3 i9 s3a>.rLzll i�� t#c>.§i€,t-, A MAIM Mf 3 �z�tatri�Fss:3�r�dasi;ta��,3rn��rrssass#'ss:.f:zi;<f7dsz€#�rns�§tEsz� :r*2rrF33>rrA,�rruxacT§€m di fJrtt'YSAte'asstu3nTtFf< �bslxo-€�zaf� vrsczu�yffss�;, t ��ttclrr July 2013 30- P art 'Cotru t Inspection ChecklistarCertification-::' Permeable Pavement DEQ 5Pee, no, 7 IPM 6-f 304 Finalenit cellon i do he`rQby -,fmfc C>°°3,$§ 1'{ita" a b ,{ I !f£3`?'t's^f3' 3t 7s"E";''3t f}5 a x x # t £{c§t,�8MM�EitlNhP f SE.sl6(3 wa 3I G,£lf:''£;>4,` � a)tt? mo ,Ctr by a'tt. if s`ZiL"sEr"'E.dsif t33Fs'jf r ?";52 f's`9c;`>l"fi w -4i 0s .:ha n . ,S , s'ss'E».; 3.y: ,r f£ff._. -�4f Lfi,3..f.'d w +, _ tC a4 .:t z:`s En.vwt�:s:3`... ... y I `, rtt..'£f 7�'�fx fy _f#' f TI § 3 i }t'.i;E f t _ ( f $fn 3fSii t3 '}€,3#. 3:vS # u...'s & _£E±rf5.;4i:.J£€ 4?'4. c9€,'f,Cix:Y-,*,�.:G, ;}iEy}E ' }T' "p— ......,= VA DEQ STORMWATER DESIGN SPECIFICATION NO. 7 9.3. Maintenance Inspections It is highly recommended that a spring maintenance inspection and cleanup be conducted at each permeable pavement site, particularly at large-scale applications. Maintenance of permeable pavement is driven by annual inspections that evaluate the condition and performance of the practice. The following are suggested annual maintenance inspection points for permeable pavements: • The drawdown rate should be measured at the observation well for three (3) days following a storm event in excess of 1/2 inch in depth. If standing water is still observed in the well after three days, this is a clear sign that clogging is a problem. • Inspect the surface of the permeable pavement for evidence of sediment deposition, organic debris, staining or ponding that may indicate surface clogging. If any signs of clogging are noted, schedule a vacuum sweeper (no brooms or water spray) to remove deposited material. Then, test sections by pouring water from a five gallon bucket to ensure they work. • Inspect the structural integrity of the pavement surface, looking for signs of surface deterioration, such as slumping, cracking, spalling or broken pavers. Replace or repair affected areas, as necessary. • Check inlets, pretreatment cells and any flow diversion structures for sediment buildup and structural damage. Note if any sediment needs to be removed. • Inspect the condition of the observation well and make sure it is still capped. • Generally inspect any contributing drainage area for any controllable sources of sediment or erosion. An example maintenance inspection checklist for Permeable Pavement can be accessed in Appendix C of Chapter 9 of the Virginia Stormwater Management Handbook (2010). Based on inspection results, specific maintenance tasks will be triggered and scheduled to keep the facility in operating condition. rYa E 0 r,4 o N Q o LU E �I LL 4� 3 LU O ro Q >J U 00 a_J — Lr) w f,y 0- > o N ULU S 0 V) W U j C Ln O N riM ,a. 00 J � H U') O I- 0 LU LU i—, U Q Z 0 U0 > Z) O L� z O F- U U V) CL w q q z z as V) Z �_q E Z w 0 0 (f) V) a U U O I 1 O O wwWWLL' CL CL CL' 4: � Q LJLJ O > > I'' l"' �D Lu LLJ C4 CY Z Z: (J) f rt DRAWN BY J. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLE77 SCALE 1 "=501 LI J W W O N U C 7 Q1 l/ ■i O 3: u W ■ O Q. L W a C N r--1 O I --i to t� ro Z 0 U 0 LU 0o Q 0, �O i-4 o U ! J 1-4 O Cl) Ey L z :2� A Q UJ o 2ij`�+ CU l- E o 0 < c sv o ro � C o O w- 0 O Q�X x � o UJ v o -5 0 0 0 0- oUJ� �_ r U : U 1-4Q) o v v v t6 C L 0 0 W E� E U � o------------ � JOB NO. /� th 40241 �U C C6 W � C U SHEET N0. ro o ^^�� a 2 C6. 0 v H E Stabilize immediately. Mow, irrigate and apply Organic There is evidence of (not chemical) fertilizer, as erosion and / or bare needed to keep grass Owner or or exposed soil in rid p g healthy and dense enough to professional provide filtering while paver areas protecting the underlying soil. Remove any grass clippings. There is loose Remove immediately and material (e.g., bark, vacuum sweep the area to professional sand, etc.) stored on prevent clogging the the pavement surface pavement pores. Pavement is stained The surface must be kept and/or clogged or clean and free of leaves, water is ponded, debris, and sediment by Pavement indicating the pavement is not vacuum sweeping (without Surface draining properly, brooms or water spray) Measure the immediately and, otherwise, drawdown rate in the at a frequency consistent observation well for with the use and loadings three (3) days encountered (at a minimum, following a storm annual dry -weather event that exceeds sweeping in the Spring). Professional 112 -inch of rain. If Where paving blocks are standing water is still installed, the sweeper must observed in the well be calibrated so it does not after three days, this pick up the stones between is a clear sign that the the paver blocks, Following pavement is clogged. ppavement the vacuum sweeping, test There are significant sections by amounts of sediment pouring water from 5 gallon have accumulated buckets, to ensure proper between the pavers. drainage. There is evidence of Structural surface deterioriation, such as slumping: Repair or replace affected professional Integrity cracking, spalling or areas. as necessary, broken pavers. Observation Is each observation Repair, as necessary. Professional Wells well still crapped? Outlets are obstructed Remove obstructions and Outlet or erosion and soil stabilize eroded or exposed Owner or exposure is evident Professional below the outlet. areas. 30- P art 'Cotru t Inspection ChecklistarCertification-::' Permeable Pavement DEQ 5Pee, no, 7 IPM 6-f 304 Finalenit cellon i do he`rQby -,fmfc C>°°3,$§ 1'{ita" a b ,{ I !f£3`?'t's^f3' 3t 7s"E";''3t f}5 a x x # t £{c§t,�8MM�EitlNhP f SE.sl6(3 wa 3I G,£lf:''£;>4,` � a)tt? mo ,Ctr by a'tt. if s`ZiL"sEr"'E.dsif t33Fs'jf r ?";52 f's`9c;`>l"fi w -4i 0s .:ha n . ,S , s'ss'E».; 3.y: ,r f£ff._. -�4f Lfi,3..f.'d w +, _ tC a4 .:t z:`s En.vwt�:s:3`... ... y I `, rtt..'£f 7�'�fx fy _f#' f TI § 3 i }t'.i;E f t _ ( f $fn 3fSii t3 '}€,3#. 3:vS # u...'s & _£E±rf5.;4i:.J£€ 4?'4. c9€,'f,Cix:Y-,*,�.:G, ;}iEy}E ' }T' "p— ......,= VA DEQ STORMWATER DESIGN SPECIFICATION NO. 7 9.3. Maintenance Inspections It is highly recommended that a spring maintenance inspection and cleanup be conducted at each permeable pavement site, particularly at large-scale applications. Maintenance of permeable pavement is driven by annual inspections that evaluate the condition and performance of the practice. The following are suggested annual maintenance inspection points for permeable pavements: • The drawdown rate should be measured at the observation well for three (3) days following a storm event in excess of 1/2 inch in depth. If standing water is still observed in the well after three days, this is a clear sign that clogging is a problem. • Inspect the surface of the permeable pavement for evidence of sediment deposition, organic debris, staining or ponding that may indicate surface clogging. If any signs of clogging are noted, schedule a vacuum sweeper (no brooms or water spray) to remove deposited material. Then, test sections by pouring water from a five gallon bucket to ensure they work. • Inspect the structural integrity of the pavement surface, looking for signs of surface deterioration, such as slumping, cracking, spalling or broken pavers. Replace or repair affected areas, as necessary. • Check inlets, pretreatment cells and any flow diversion structures for sediment buildup and structural damage. Note if any sediment needs to be removed. • Inspect the condition of the observation well and make sure it is still capped. • Generally inspect any contributing drainage area for any controllable sources of sediment or erosion. An example maintenance inspection checklist for Permeable Pavement can be accessed in Appendix C of Chapter 9 of the Virginia Stormwater Management Handbook (2010). Based on inspection results, specific maintenance tasks will be triggered and scheduled to keep the facility in operating condition. rYa E 0 r,4 o N Q o LU E �I LL 4� 3 LU O ro Q >J U 00 a_J — Lr) w f,y 0- > o N ULU S 0 V) W U j C Ln O N riM ,a. 00 J � H U') O I- 0 LU LU i—, U Q Z 0 U0 > Z) O L� z O F- U U V) CL w q q z z as V) Z �_q E Z w 0 0 (f) V) a U U O I 1 O O wwWWLL' CL CL CL' 4: � Q LJLJ O > > I'' l"' �D Lu LLJ C4 CY Z Z: (J) f rt DRAWN BY J. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLE77 SCALE 1 "=501 LI J W W O N U C 7 Q1 l/ ■i O 3: u W ■ O Q. L W a C N r--1 O I --i to t� ro Z 0 U 0 LU 0o Q 0, �O i-4 o U ! J 1-4 O Cl) Ey L z :2� A Q UJ o 2ij`�+ CU l- E o 0 < c sv o ro � C o O w- 0 O Q�X x � o UJ v o -5 0 0 0 0- oUJ� �_ r U : U 1-4Q) o v v v t6 C L 0 0 W E� E U � o------------ � JOB NO. /� th 40241 �U C C6 W � C U SHEET N0. ro o ^^�� a 2 C6. 0 v H E L INV INV L CLEANOUT 9+50 10+00 11+00 12+00 SSWR HALL - 20 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 MANHOLE STA 10+84.33 20 TOP 441.00 INV IN 437.61 (25-20) INV IN 437.11 (21-20) INV OUT 433.99 (20-5) CLEANOUT STA 10+46.96 25 TOP 448.40 INV IN 444.68 (HALL -25) INV OUT 440.60 (25-20) .,e GREASE INTERCEPTOR #1. BOTTOM 444.24' E PROP. I GRADE I 455 i I RETAININC WALL 450 i ' EXIST. / GRADE 445 HALL -25 46.96' OF 6" PVC @ 6.00% 3' MIN. STORM A Ar% PIPE (411; 25-20--` \ I 37.38' OF 6" PVC 435 ( @ 8.00% -1.5' MIN. 20-5 74.93' OF 6" PVC @ 8.25% m 9+50 10+00 11+00 SSWR HALL - 5 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 MANHOLE 9+50 10+00 11+00 12+00 13+00 13+50 SSWR HALL - 1 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 MANHOLE rINVIN 9.27 10 0.54 (6-5) 7.81 (20-5) 8.15 (10-5) 427.70 (5-4) 455 450 MI PROPOSED 4" WATERLINE 435 PROPOSED 8" WATERLINE WAWA 12+00 12+50 9 INV 11 IN NOTE: CONTRACTOR TO FIELD VERIFY THE DEPTH OF EXISTING UTILITIES AND NOTIFY ENGINEER IF A CONFLICT EXISTS. MANHOLE 22 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50 SSWR 8 -1 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 MANHOLE SSWR PUMP STATION - 30 05 PROFILE SCALE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 M E C) O cy) U N � N O Q O E W d LL 4- U. U. o wO ro,, J U 00 — ui H Q1 d ® N rj b f a W N Py') O�x cnQ u- n j< . cn= �N =v U) > Ln o� 4-J N aM dCD ui - crn 0 ZD O c� n w w U Q z O D 0 7 0 z O J a V) a Q. Lu Q q 4 1 W W w O O V) V C� U O c5 Z u u LLJ 4L,��Q� 4 4 � � Z Z DATE 03-26-2018 DRAWN BY J. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 "=50' V / z W W o U cum 0 a� 0 Q W cuc 0 (H� v V 1 � H o c QD LLJ H � z> c c� a U J 0 Q m ECnz J � O < o 2E c E0o c o ro O � r O � J z� O� x � x � a v Z a 0 m o a a� c' "� ro U H Xa � U Ln o � L v o W E� U � i� .0 a 6 C TJ N � �U JOB NO. ® o U 40241 G C4 U N 0 O SHEET NO. " cu a 07.00 � E CLEANOUT STA 10+38,041r- TOP 0+38.04 ETOP 451.57 INV IN 448.21 (GT.2-66) INV IN 448.29 (70-66) INV OUT 448.21 (66-65) CLEANOUT STA 10+12.031 TOP 451.24 INV IN 448.54 (68-67) INV OUT 448.54 (67-GT.2) CLEANOUT STA 10+00.00 68 TOP 451.80 INV OUT 448.66 (68-67) 460 GREASE INTERCEPTOR #2 BOTTOM 448.32' MANHOLE 5 STA 10+54.53 TOP 452.00 TOP 451.62 INV IN 448.39 (71-70) INV IN 448.04 (66-65) CLEANOUT INV OUT 447.80 (65-60) GRADE MANHOLE 60 STA 11+25.33 - TOP 451.71 455 INV IN 446.88 (65-60) E PROP. INV IN 447.84 (61-60) EXIST. GRADE INV OUT 446.21 (60-13) ...._----------------- 3.5'....................4....-.....__-.....��.. INV OUT 448.21 (66-65) 4nn 9+50 10+00 11+00 SSWR 68 - 60 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 1v EXIST. DUCT BF L MANHOLE CLEANOUT STA 10+15.81 TOP 452.00 PROP. INV IN 448.39 (71-70) @ 1.14% CLEANOUT INV OUT 448.39 (70-66) GRADE CLEANOUT 455 -- - € 455 TOP 451.52 71 E PROP. INV IN 448.29 (70-66) EXIST. GRADE 430 ...._----------------- 3.5'....................4....-.....__-.....��.. INV OUT 448.21 (66-65) 465 GRADE .. ...........w....v 425 38-37 465 € ` 49.35' OF 450 6" PVC @ 1.00% @ 4.50% 450 420 3.5 ... STORM 445 PIPE (405) 415 445 E 415 _._._..._-------.-...... - -v.-.. E �...�W....W......_.._..._ W.W_---- E 65-60 --------- 68-67 U. uw 0 u- 66-65 70.80' OF 12.03' OF d J V CO 16.49' OF 8" PVC 4" PVC J -u� uiH 4" PVC € @ 1.30% @ 1.00% > o � C7WN� @ 1.00% 440 440 67-GT.2 s O cn x 0 GT.2-66 i 14.68' OF LL 17- 11.33' OF Q 4" PVC �� 4" PVC 00 @ 1.50% LD @ 1.00% E 435 Lr) V) H Q € 4� 435 c Lr) W Q 9+50 10+00 11+00 SSWR 68 - 60 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 1v EXIST. DUCT BF L MANHOLE CLEANOUT STA 10+15.81 TOP 452.00 70 INV IN 448.39 (71-70) @ 1.14% CLEANOUT INV OUT 448.39 (70-66) 66 STA 10+22.33 CLEANOUT N N = N= TOP 451.57 STA 10+00.00 435_ .................. _.._ - ...._.W INV IN 448.21 (GT.2-66) TOP 451.52 71 E PROP. INV IN 448.29 (70-66) INV OUT 448.57 (71-70) GRADE 430 ...._----------------- 3.5'....................4....-.....__-.....��.. INV OUT 448.21 (66-65) 465 E I .. ...........w....v 425 38-37 465 460 PROP. 55 GRADE 455 EXIST. GRADE 3.5 50 450 445 71-70 --Ji 15.81' OF 6.52' OF 4" PVC 4" PVC @ 1.14% @ 1.50% 35 435 12+00 9+50 10+00 11+00 SSWR 71-66 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 CLEANOUT STA 10+16.56 TOP 433.45 INV IN 428.96 (38-37) INV OUT 428.96 (37-4) CLEANOUT STA 10+00.00 38 TOP 433.58 INV OUT 429.13 (38-37) 44.5 MANHOLE STA 10+65.91 TOP 430.18 INV IN 426.66 (5-4) INV IN 426.74 (37-4) INV OUT 426.46 (4-3) 445 440 440 0 M o U EXIST. GRADE N N = N= 435_ .................. _.._ - ...._.W .........--........ ......-.435 E PROP. GRADE 430 ...._----------------- 3.5'....................4....-.....__-.....��.. 430 i 425 E I .. ...........w....v 425 38-37 37-4 16.56' OF ` 49.35' OF 6" PVC 6" PVC @ 1.00% @ 4.50% 420 420 STORM E PIPE (405) I 415 € € E 415 Q � o 9+50 10+00 11+00 11+50 SSWR 38 - 4 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 ►[361199 CONTRACTOR TO FIELD VERIFY THE DEPTH OF EXISTING MANHOLE UTILITIES AND NOTIFY ENGINEER IF A CONFLICT EXISTS. STA 10+57.00 61 TOP 465.90 INV IN 461.36 (62-61) INV OUT 454.48 (61-60) MANHOLE MANHOLE CLEANOUT 60 STA 10+98.47 13 STA 11+94.47 STA 10+03.00 TOP 451.71 TOP 435.00 TOP 465.92 62 INV IN 446.88 (65-60) INV IN 430.69 (13A-13) INV IN 462.44 (REST -61) INV IN 447,84 (61-60) INV IN 431.33 (60-13) INV OUT 462.44 (62-61) INV OUT 446.21 (60-13) INV OUT 430.59 (13-12) 470 470 PROP. GRADE RETAINI WALL € E 460 ---.--------- W_ w.w.v...... 460 REST -61 62-61 3.00' OF € 4" PVC 1 54.00' OF @ 2.00% 4" PVC PROP. @ 2.00% GRADE 455 455 4' € € 450 € . .w...... .-.....- -------- 4450 t 61-60 41.47' OF 1.5'- 4" .5' 4" PVC E @ 16.00% 445...._......_...._W-. -.-...E ......._.445 E STORM PIPE (423) EXIST. R GRADE W.. _.�.W._.-....�.W...,..,.,W..�. �........-....-----_-�--•---440 60-13 € 96.00' OF 8" PVC @ 15.50% 435 9+50 10+00 11+00 12+00 SSWR RESTAURANT - 13 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 50 43 Lm 12+50 0 5 PROFILE SCALE 9+50 10+00 11+00 12+00 13+00 14+00 15+00 SSWR 16-6 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 16+00 17+00 18+00 19+00 20+00 20+50 m E 0 M o U N N = N= > E e E w •j Lu Q � o U. uw 0 u- d J V CO J -u� uiH > o � C7WN� s O cn x 0 LL 17- Q �� 00 LD Lr) V) H Q 4� c Lr) W Q yJ +! a� O w z Z z '`off w O O (n U ry U U O ILL, OU OU w W O 0- � � W CW1, CZ z � q 4 W WOOS" O titiW�` H W W O O t'C Z! Z Lu co co co c� _w _ O Q C.) Q) u Lu � <t Q 0 N DATE O >- 03-26-2018 DRAWN BY 1, SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLEiT SCALE 1 "=50' %+ , W 37W U N r v O i O O Q Wr 2 0 F -I (3) H o c cu s f� >Luo D LL o o r O zW O Hno Lu v U) 0 Q Q 0 � c E o o ro 0 a. o O � r O � 0 OCL � � x � o m o O a. > 'in ro U � O O U cu r U J !v s - O O EW �� cu �U JOB NO. 0 E c O 40241 v ro O SHEET NO. T Q C7.0 mi E L -a n v D �O ry O v � L Z v0 O E c v c d O � U U Z u) O� X N � N O O O Q 0-0) cll c � O U y� r v O v L c O W U CL v `O E U Co O "O � �U O U) O U c U L ca co U) w r_ a O N U Q. N � � tll v "W L I L s S 6 D s n 7 T V 0 m 0 a- 0) 0) w J L 0 0 ti U N N CU a. 0 C3 ry 0 J W ry 0 li W m Cl) 0 v U g YI U N Y N 450 g+50 5 430 jrM 10+00 11+00 STR446-STR420 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 ll+bU 429 23.06' OF 8" HDPE @ 2.00% 445 428: MH -1 - w 445 _.... _ ...m... STA 10+35.58 0 cq w TOP 433.70 X12" HDPE Q INV IN 429.97 (427A) EXIST. GRADE ` INV OUT 429.87 (427) 6) �- 408: MH -1 ry O 0 STA 10+23.06 zo TOP 433.70 428A: 15" NYLOPLAST BASIN O) W o m N INV IN 429.47 (429) - CIRCULAR GRATE U +c INV IN 428.79 (409) STA 10+00.00 c r d' O INV IN 429.40 (425) TOP 433.95 6< p > INV OUT 427.40 (407) INV OUT 430.15 (427A) GRADE U �U)�-z STA 10+00.00 0 o v 45045r 0 --- 429 23.06' OF 8" HDPE @ 2.00% 9+50 10+00 11+00 STR444-STR440 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 420:30" NYL - CIR INV INV INV INV O 424: 12" NYLOPL. - CIRCUI Sl 426: DII-1 STA 10+56.57 TOP 433.70 INV IN 429.66 (427) INV OUT 429.56 (425) 408: MH -1 STA 10+72.88 TOP 433.70 INV IN 429.47 (429) INV IN 428.79 (409) INV IN 429.40 (425) INV OUT 427.40 (407) 445 445. w 445 _.... _ ...m... 427A 0 cq w EXIST. 1 X12" HDPE Q 1@ 0.50% EXIST. GRADE ` � .. ... n.....�......-.. INV IN 438.77 (433) ry O M 1 20.99' OF (D w INV OUT 438.57 (431) @ 1.00% € 420 42 440 M m 440. .., ... .... m... .. ..._>.._... ...___ m... .440'' _ _. _ 45 1 16.31' OF PROP. 436:6" CLEANOUT " C0 d r :D0 GRADE U STA 10+00.00 0 o v GRADE TOP 455.63 0 0M z m o 43.m 435 z z INV OUT 441.03 (435) �-+� N (D o " z _ Q �m��zO < Q CD r m w 420: 30" NYLOPLAST BASIN EQc- 0 H O z z U ¢ Q `t -[65 - CIRCULAR GRATE `r m ~ - - < � 440: 6" NYLOPLAST BASIN -' � oSTA C7 11+15.75 a C) - CIRCULAR GRATE w a O o)TOP 452.40 460 0 STA 10+15.10 o z Q in )s `r `t INV IN 445.71 (423) z 0 `�° TOP 457.98 z + r OLOO - z o DINV `o Z z OINV IN 448.39 (439) o v0< INV IN 451.64 (441) `� CD Q a z z zINV IN 448.39 (445) EXIST. Q a INV IN 453.10 (443) p z �? OUT 445.61 (419) GRADE > �•U)Oz INV OUT 449.00(439) �� - �r cn f- - 455 470 470 465 EXIST. GRADE` 460 450 465 460. 465. w PROP. E PROP. GRADE GRADE PROP. GRADE IN 4' 455 445 460 455 460_ EXIST. GRADE "€• 6 3.5' 4 € 1 _. 450 440 455 _. 455 450 € 435 441 34.80' OF 1 91.31' OF 8" HDPE 6" HDPE 439 @ 2.00% @ 2.00% 24.44' OF € 445 435 450 450 - 445 @ 2.50% E 433 431 € 1 34.25' OF 41.42' OF 443 € € € 12" HDPE 12" HDPE 15.10' OF 1 „ 1 @ 4.00% @ 7.41% 6 HDPE € @ 2.50% I 445 440W € I 430 440 - - 445 _ _. ._. E E � E i € € E I I 435 425 .€ 440 1435 E 9+50 10+00 11+00 STR444-STR440 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 420:30" NYL - CIR INV INV INV INV O 424: 12" NYLOPL. - CIRCUI Sl 426: DII-1 STA 10+56.57 TOP 433.70 INV IN 429.66 (427) INV OUT 429.56 (425) 408: MH -1 STA 10+72.88 TOP 433.70 INV IN 429.47 (429) INV IN 428.79 (409) INV IN 429.40 (425) INV OUT 427.40 (407) 9+50 10+00 10+50 STR430-STR408 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 9+50 10+00 11+00 STR428A-STR408 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 INV OUT t 11+00 11+50 9+50 g+50 10+00 11+00 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 432:18" NYLOPLAST BASIN - CIRCULAR GRATE STA 10+69.04 TOP 443.60 INV IN 438.77 (433) INV IN 439.83 (437) INV OUT 438.57 (431) -410: MH -1 Drop Structure STA 11+10.47 TOP 439.20 INV IN 435.50 (431) INV IN 435.09 (411) INV OUT 430.00 (409) 10+00 11+00 S STR410 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 NOTE: CONTRACTOR TO FIELD VERIFY THE DEPTH OF EXISTING 445 445. ., .. _ .._ 445 _.... _ ...m... 427A 0 cq 135.58' OF EXIST. 1 X12" HDPE 10+20.48 1@ 0.50% EXIST. GRADE ` • 425 .. ... n.....�......-.. INV IN 438.77 (433) GRADE M 1 20.99' OF 112" HDPE INV OUT 438.57 (431) @ 1.00% € 420 42 440 �.. .. .. 440. .., ... .... m... .. ..._>.._... ...___ m... .440'' _ _. _ 45 1 16.31' OF PROP. € @ 1.00% GRADE PROP. GRADE 435. 43.m 435 9+50 10+00 10+50 STR430-STR408 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 9+50 10+00 11+00 STR428A-STR408 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 INV OUT t 11+00 11+50 9+50 g+50 10+00 11+00 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 432:18" NYLOPLAST BASIN - CIRCULAR GRATE STA 10+69.04 TOP 443.60 INV IN 438.77 (433) INV IN 439.83 (437) INV OUT 438.57 (431) -410: MH -1 Drop Structure STA 11+10.47 TOP 439.20 INV IN 435.50 (431) INV IN 435.09 (411) INV OUT 430.00 (409) 10+00 11+00 S STR410 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 NOTE: CONTRACTOR TO FIELD VERIFY THE DEPTH OF EXISTING 430 430 m_.. 430 € 432:18" NYLOPLAST BASIN 427A 0 cq 135.58' OF JSTA X12" HDPE 10+20.48 1@ 0.50% E 425 425r.. • 425 .. ... n.....�......-.. INV IN 438.77 (433) E 427 <t IL © 1 20.99' OF 112" HDPE INV OUT 438.57 (431) @ 1.00% € 420 42 420 �.. .. .. 455 425 _ _. _ 45 1 16.31' OF 112" HDPE @ 1.00% A A r E 415 9+50 10+00 10+50 STR430-STR408 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 9+50 10+00 11+00 STR428A-STR408 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 INV OUT t 11+00 11+50 9+50 g+50 10+00 11+00 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 432:18" NYLOPLAST BASIN - CIRCULAR GRATE STA 10+69.04 TOP 443.60 INV IN 438.77 (433) INV IN 439.83 (437) INV OUT 438.57 (431) -410: MH -1 Drop Structure STA 11+10.47 TOP 439.20 INV IN 435.50 (431) INV IN 435.09 (411) INV OUT 430.00 (409) 10+00 11+00 S STR410 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 NOTE: CONTRACTOR TO FIELD VERIFY THE DEPTH OF EXISTING UTILITIES AND NOTIFY ENGINEER IF A CONFLICT EXISTS. co 432:18" NYLOPLAST BASIN 0 cq - CIRCULAR GRATE JSTA 10+20.48 TOP 443.60 o 4 � INV IN 438.77 (433) 00 <t IL © INV IN 439.83 (437) UU)) z INV OUT 438.57 (431) 160 460 455 _ _. _ 45 0 4501 _W.._w r... _„w. .,.� EXIST. GRADE PROP. GRADE 445 5 445 440 437 20,48' OF 8" HDPE @ 4.83% 435 435 435 430......... _ _. 430 LJ g+50 10+00 11+00 12+00 12+50 STR438-STR432 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 9+50 10+00 11+00 1 �+uu STR424-SWM 1 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 50 C) N o N � Q 0 > E E � V w 3 QL.� u. o re O = m < U 00 w -- ,_n a > o (DLLI z� °� z 3: 0 x Q � LL U) 2 C-4 �r�11 �Y H U > � V 0. Lq H ¢ Lw Lr) Q Q 00) C, C) ul Lu i 0 W W C) � > c) c) � � `' U o C cn UUWWLLJ cr_l Ln 0 CLQaZ z Q ZD ti ti L� L� L LU w 00 co = O O U `t M ) ® > DATE c� 03-26-2018 DRAWN BY J. SANDERS DESIGNED BY A ALLISON CHECKED BY C. SHIFFLETT SCALE N/A F - ;7W CLL v 0 U 2 0 m s J � H O U Q y 0 a� � m 0 0 Uj s z� r A -0 U o zLli 4L U0 � ry O -0 Uj i--1 E z wo O G 0 � w• E �) U) U o- C) O Cr z cn O u � cy :Fm u)m � v J m o v � }-1 N O c/ a� :Fm I I(�3 0 V J o E -0 0 U � O 6 a •U JOB NO. �0 40241 CU ro � � 0 U SHEET NO. .05 V0i L REMOVABLE ADJUSTABLE HOIST PIPING AND VALVE LEGEND CALLOUT DESCRIPTION CALLOUT DESCRIPTION 0 4" TEE —0 4" MJ SLEEVE (D 3" SCH 80 PVC 4" SWING CHECK VALVE 7O 3" TF -2 CHECK VALVE fl4" RESILIENT SEAT GATE VALVE 4" FLGxPE SPOOL PIECE uj co Lu u Q) F- 0 SCALE 1"=5' DATE ZD 0 10, 0 03-26-2018 O m 0 CL m 0 m m m 0 2 CL U) P z v cu U) LL c: C) 0 ry ry U) Z 0 CL X o Ci :s 0 .§ o 0) cu OiW C cu 0 co 0 U) w cu U) U) c = 0 cu sz (j) -o ALL PIPE AND FITTINGS SHALL BE STAINLESS STEEL OR BRASS NPT SUITABLE FOR WASTEWATER APPLICATIONS UNLESS OTHERWISE NOTED. 1/2"X 1 1/4" 300 LB.[W1 OR 300LBFSBUSH|NG 1 1/4" 3000LB.F.S HALF COUPLING, WELD TOPIPE ` OF<11/4"TAPPED CONNECTION WHERE CAST IRON (]F<DUCTILE IRON COAT WITH EPDXY OR COAL TAR ENAMEL 1"COMBINATION AIR VALVE (APCO MODEL 443 SCAV) 2"SSORBRASE BALL VALVE PRESSURE GUAGE(M|N.31/2" D|AJCALIBRATED |NAPPLICABLE UNITS) WITH SNUBBER 1/3"X1/4"30OOLB. M1DFl 3UUULB. F.S.BUSHING SHELL1/2" DIAPHRAM SEAL ECCENTRIC PLUG VALVE 1/2" SCH 80 STEEL NIPPLE ,iiL 3/16" STEEL ��U�� ' '^��^��'^� ��U(��yN�[� ��' `^�� ASSEMBLY 'SCALE: NOT TO SCALE �|�� y`(�y��|��|/��J AIR ~ ^��^...,^.", �. .~�.~ V�yJ� ��yN�[� VALVE � ' ^^^^^�','�� 'SCALE: NOT TO SCALE CORD GR (TYPO| HOOK 1"SCH80PVC GOOSENECK o"m" uom" 12" In COPOLYMER POLYPROPYLENE PLASTIC 1/2" GRADE 60 STEEL REINFORCEMENT MANHOLE STEP DETAIL SCALE: NOT TO SCALE ocon^-rODA pucr / VELL 'HORS \ / HIGH WATER ALARM FLOAT SWITCH <�OROVVBGHT |� || / \ �ASSN|PPLE -�mk LAG PUMP ON ;OSS OF< FLOATSVV|TC .EEVE FLOAT SWITCH ' ^-~�'^' ^^..''~^'''^'"^~ WALL BRACKET DE-T4|| SCALE: NOT TO SCALE CRANE PUMPS � ��&&��SECTION 0.20 " ^�,�^^ �� SYSTEMS �� , �~xw^��DATE 8/18A Crane Co. Company USA: (937) 778-8947 Canada: (905) 457-6223 International: (937) 615-3598 WIRELESS ALARM SYSTEM (MISSION COMMUNICATIONS K41iUSERIES) GALVANIZED STEELUN|STRUT STEEL POSTS WITH CAP (TYP) PUMP STATION CONTROL PANEL WITH ALARM LIGHT AND HORN 208V, 3P NEMA 3R FUSED DISCONNECT. COORDINATE EXACT FUSE SIZE WITH CONTROL PANEL GAS SEAL ON CONDUIT "ECONCRETE ','""'` (300OP3|�W|N) JUNCTION BOX | / FOUNDATION POWERFROM STATION LAUNDRY FACILITY SIGNAL CONDUIT POWER CONDUIT CONDUITS AS REQUIREDBY MANUFACTURER AND APPLICABLE CODES �UyN��T�T|/70 ' `^=' `^''`''`^'` [�[l�T��| �T�U��TU�� CONTROL ' ~�'�� ^� ' ' ^`��^ ' ^�' ^^� SCALE: NOT TO SCALE ELECTRICAL NOTES: 1. CONTRACTOR SHALL BE RESPONSILE FOR THE EXTENSION OF POWER FROM THE LAUNDRY FACILITY. REFER TO ELECTRICAL DESIGN FOR DETAILS AND MATERIAL SPECIFICATIONS. 2. ALL ABOVE GRADE ENCLOSURES SHALL BEPAD LOCKABLE. 3. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES AND REGULATIONS; AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE EQUIPMENT MANUFACTURERS. 4. N0ELECTRICAL SPLICES ALLOWED |NTHE VVETVVELL 5. ALL EXTERIOR CONDUITS SHALL BE UNDERGROUND AND SHALL BE INSTALLED PER 1996 NEC TABLE 300-5 AND TABLE 3OU-50AND ARTICLE 3OO-0(PROTECTION AGAINST CORRO8|ON>. G. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE ALARM COMMUNICATION ANTENNA IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 7. CONTRACTOR SHALL PROVIDE AN EARTH DRIVEN GROUND CONNECTION TO THE PUMP STATION AT THE MAIN GROUNDING LUG |NACCORDANCE WITH NEC. CONTROL PANEL NOTES: 1. THE DUPLEX PUMP CONTROL PANEL SHALL INCLUDE ALL HARDWARE AND/OR SOFTWARE REQUIRED FOR ALL OPERATIONAL FUNCTIONS. 2. THE CONTROL PANEL SHALL BE UL LISTED AND TESTED AS AN INTEGRAL UNIT BY THE PUMP STATION MANUFACTURER. 3. ELECTRICAL CONTROL EQUIPMENT SHALL BE MOUNTED WITHIN A COMMON NEMA 4X STAINLESS STEEL, DEAD FRONT TYPE ENCLOSURE AND CLEARLY LABELED TOINDICATE FUNCTION. 4. PROPERLY SIZED HEAVY-DUTY CIRCUIT BREAKERS SHALL BE FURNISHED FOR EACH PUMP MOTOR. 5. NEMA RATED MAGNETIC STARTERS WITH UNDER VOLTAGE RELEASE AND OVERLOAD PROTECTION ON ALL THREE PHASES SHALL BEFURNISHED FOR EACH PUMP MOTOR. 0. CONTROL PANEL SHALL COME EQUIPPED WITH THERMAL MAGNETIC CIRCUIT BREAKER FOR ALL CONTROL CIRCUITS, PUMP MODE SELECTOR SWITCHES (H-(}`4)'SIX-DIGIT ELAPSED TIME METER, HIGH PUMP TEMPERATURE PROTECTION CIRCUIT, 115V SINGLE PHASE DUPLEX GROUND FAULT RECEPTACLE PROTECTED BY A THERMAL MAGNETIC CIRCUIT BREAKER AND MOUNTED ON THE SIDE OF THE PANEL, APPROPRIATELY SIZED STEPDOWN TRANSFORMER TO SUPPLY 11 5V AC SINGLE PHASE POWER FOR CONTROL AND AUXILIARY EQUIPMENT (IF REQUIRED), TRANSIENT VOLTAGE SURGE SUPRESSOR, PHASE MONITOR, AND PANEL HEATER. 7. THE PUMP STATION, AS FURNISHED BY THE MANUFACTURER, SHALL BE COMPLETELY WIRED, EXCEPT FOR POWER FEED LINES TO THE BRANCH CIRCUIT BREAKERS AND FINAL CONNECTIONS TO REMOTE ALARM DEVICES. B. CONTROL CIRCUIT WIRING INSIDE THE PANEL, WITH EXCEPTION OF INTERNAL WIRING OF INDIVIDUAL COMPONENTS, SHALL BE 16 GAUGE MINIMUM, TYPE MTH OR THW, 600 VOLTS. POWER WIRING TO BE 14 GAUGE K8|N|MUK4. MOTOR BRANCH WIRING SHALL BE 10 GAUGE M|N|K4UK4. L|[}U|O LEVEL CONTROL NOTES: 1. THE LEVEL CONTROL SYSTEM SHALL START AND STOP THE PUMPS IN ACCORDANCE TO THE WET WELL LEVEL UPON OPERATOR SELECTION OF AUTOMATIC OPERATION, A FLOAT SWITCH SHALL START ONE PUMP MOTOR WHEN WATER F<|GEG TO THE "LEAD PUMP ON LEVEL" WHEN THE WATER IS LOWERED TO THE "PUMP OFF LEVEL"' THE SYSTEM SHALL STOP THIS PUMP. THESE ACTIONS SHALL CONSTITUTE ONE PUMPING CYCLE. SHOULD THE WATER LEVEL CONTINUE TO RISE, AN ADDITIONAL FLOAT SWITCH SHALL START THE SECOND PUMP AFTER REACHING THE "LAG PUMP ON LEVEL" SO THAT BOTH PUMPS OPERATE TOGETHER. BOTH PUMPS SHALL STOP AT THE SAME "PUMPS OFF LEVEL" CIRCUIT DESIGN IN WHICH APPLICATION OF POWER TO THE LAG PUMP MOTOR STARTER IS CONTINGENT UPON COMPLETION OF THE LEAD PUMP CIRCUIT SHALL NOT BE ACCEPTABLE. 2. THE LEVEL CONTROL SYSTEM SHALL WORK IN CONJUNCTION WITH THE ALTERNATOR RELAY TO SELECT FIRST ONE PUMP' THEN THE SECOND PUK4P, TO RUN AS "LEAD" PUMP. ALTERNATION WILL OCCUR ATTHE END OF EACH PUMPING CYCLE. 3. A SEPARATE FLOAT SWITCH, AND |NTRI'NG|CALLY SAFE RELAY SHALL BE USED TO ALERT MAINTENANCE PERSONNEL TO A HIGH WATER LEVEL IN THE WET WELL. SHOULD THE WET WELL LB/EL RISE TO THE "HIGH WATER ALARM" LEYEL, THE FLOAT SWITCH AND INTRINSICALLY SAFE RELAY SHALL ENERGIZE THE ALARM SIGNAL. THE ALARM SIGNAL SHALL COMPLETE A 115 VOLT AC CIRCUIT FOR AN EXTERNAL ALARM DEVICE. AN INDICATOR, VISIBLE FROM FRONT OF CONTROL PANEL, SHALL INDICATE HIGH LEVEL CONDITION EXISTS. THE ALARM SIGNAL SHALL BE MAINTAINED UNTIL WET WELL LEVEL IS LOWERED AND ALARM CIRCUIT MANUALLY RESET. ^�� p �� D%9CM*RGE~....-~.~~^... 125;b- Name: VVah* Slotted xownoommndate1U0npm ISO FkanAnm SC4^Sub. Chopper Discharge: 4 i LIQUID TEMPERATURE ...... 104'F (40'C) Continuous Synch Speed: 1800 rpm Density: 82.4lb/ft3 Atm Pressure: 14.7psi a STRIKER PLATE 170 mm Viscosity: 1]oP Hole PqMern to Acxornadra.ta 4' 125 Range -- Temperature: 60 *F NPOMr � SEALPLATE Speed: 1750 rpm ` 4m IMPELLER - Im Shutoff Head: 45�7 ft 1 140 mm Smumnur 19.8 psi300 Min Flow: 80 US gpm LIFTING ...... 300 Series Stainless Steel W r*11 25 16/op*v*09uSypm acharntoal, Oil Riled Rennneotr. ISO 350 400 460 Max Power: ^ � Stationary Faces - Silicon Carbide El H-xdwam - 3100 Series "^ 10 SID 100 150 200 250 300 350 400 460 SPEED -~~'~-~_.-_�1r56��1150RPM Cable 2000V - ��r��y � �8 �� I ��UPPER SEARING- g�m�� w� ��N�wm� - Row, Sall, Oil Ln6h*ated ��w �� Series: ^`^._-'�_`^^^_Ra�� -~�~��-_ LOWERms#R/mG4 �� °�°�� 8�� "��~�� ', ~ ~--"_° ~~r, ~"°~_- B� ou -- '-- '-- --- --- --- --- -- 450 US0PM MOTOR; Desigo ............ ........ NEMA B Three Phase Torque Gur�e_ Flow Speed Head rateu per NEMAmGiExplosion Proof, C.lass I U8gpm rpm ' % ln ��°�°°oAn 1, Groups �� w ' control P�m��L 58 MOISTURE SENSOR ................ Nornmily Open (WQI� Requires SanipWe Spedfication«�Sectioni: 0,2, Pge F*; 27.4 Rela/�-y.. ("CintroA Panel 2.64 -- TEMPERATURE SENSOR-- .... Three Normafly Cl I osed sftic)., Thisproductm be- covered by one or more of the4`d,iio,,s4nq 57 7o be wired mw��tral,cirvuft,patems and other patent(,�) pendirq US Patent 71931,473, al Mate'Tlal� 1, 49 2.31 --- Cord t�eoqin 36.9 41 EU Design Reg. 005293040-0001 NOISE EMISSION MAX...~.~~.J ^ ~�~~^^^~^-~-- SUBMERGENCE ~...-,_...-_Max Dm»�66M (20m) iUK8ERS`LECHOPPERPUMP DESIGNED FOR RAN SEWAGE (oAF) APPLICATIONS. Control P��nei sen.wr Felay(pmmp, MpoftloxRelay Leg Kit WARNING- 0 IM CANCER AND REPRODUCTIVE HARM - INTERIOR WET WELL WALL SCALE: NOT TO SCALE UP06reyl qPECLAMP GALVANIZED STEEL SLEEVE - DIAMETER A8RECDK4MENDED BYSEAL MFR. MECHANICAL SEAL (LINK SEAL ORAPPROVED EQUAL) PIPE DIAMETER AND MATERIAL A8SHOWN ONPLANS CONCRETE WALL ANCHOR COLLAR NV2"WATER �Tr)� CONTINUOUSLYm/F| nFn �.�. .`.�� ONBOTH SIDES NOTE: ALL METAL HARDWARE SHALL BE31OSTAINLESS STEEL. ��|| ��W�T��|/�� °,'^`-`- PENETRATIONSCALE: NOT TO SCALE Company Timmons Group Name: Bruce Strickland, PE. Date: 09/06/2018 p|pE SUPPORSCALE: NOT TO SCALE T VTHR[]36'PIPE 111111411912 02 00 Ina I STD PIPE FLANGE. ATTACH TOC{]NC. WITH 4 S STUD TYPE WEDGE ANCHORS. NOTES: 1. ALL PIPING SHALL BEDUCTILE IRON. 2. ALL JOINTS SHALL BERESTRAINED. 3. SEE SITE PLAN FOR PIPE SIZES AND LAYOUT. 4. WHEN EMERGENCY PUMP CONNECTION |SUSED THE ABOVE GRADE PIPING MUST 8EDRAINED TOPREVENT FREEZING. THIS CAN 8EACCOMPLISHED BYCLOSING THE DOWNSTREAM GATE VALVE AND LIFTING THE ARM 0NONE OFTHE SWING CHECK VALVES TOALLOW WATER TUDRAIN BACK INTO THE NUTEE 4x4'VV4.0xVV4.0VVVVR VALVE BOX &COVER 2'xZx� CONC. 4x4-VV4OxVV4OVVVVR \ | RESILIENT SEAT GATE VALVE 4" EMERGENCY PUMP CONNECTION SCALE: NOT TO SCALE Size: 48CDF/4XSCQF Dimensions: Suction: 4 i Name: VVah* Type: SC4^Sub. Chopper Discharge: 4 i SG: 1 Vapor Pressure: 0.256 psia Synch Speed: 1800 rpm Density: 82.4lb/ft3 Atm Pressure: 14.7psi a Dia: 170 mm Viscosity: 1]oP Curve: -- Temperature: 60 *F �� 2�U8�m Near Miss: - Head: 25 ft Static Head: Oft None Temperature: 184°F Sphere Size: -- VVkgPnamsuna: --- Motor is 1ohegrm| bmthe pump except in4A'4B' and 5B catalog sections. Flow: 233 US gpm Head: 26.9 ft �190 mm 26 i 35 Power: 2.68 hp 170 mm 45 60. NPOMr � Speed: 1750 rpm ` 4m Im Shutoff Head: 45�7 ft 1 140 mm Smumnur 19.8 psi300 Min Flow: 80 US gpm NOL Power: 25 16/op*v*09uSypm 2 ISO 350 400 460 Max Power: ^ � 10 SID 100 150 200 250 300 350 400 460 CL � � e� -- '-- '-- --- --- --- --- -- 450 US0PM Flow Speed Head Efficiency Power NP8Hr U8gpm rpm ft % hp 270 1750 24.3 58 2.84 -- 225 1750 27.4 50 2.64 -- 180 1750 30.4 57 2.42 -- 135 1750 315 49 2.31 --- 90 1750 36.9 41 2.01 -- Seleohsdfrom catalog: Crane Boma&OU,Vers 8G1/18 CAMLDKCOUPLING BY PTCOUPLING CO. OR APPROVED EQUAL. ELBOW � FLANGED xPE PIPE LU LU CX co LU DATE 03-265-2018 DRAWN BY 1. MARSHALL DESIGNED BY B. STRICKLAND CHECKED BY B. STRICKLAND SCALE NOT TO SCALE Uj 0 UUU c � CL 0. m 0 c > � � 0 _~ a- ry Uj Cl - 2 � E 0- 0 a, 0� � � ~- m 0 LnUju 0 40241 � M _..__. NO. �� _ �� SERIES DB PORTABLE HOIST WWW.HCIIIicdayProducts.com Phone 00-298-1027 Fax 40 -298-4534 STANDARD FEATURES: SalesoHallicloyProducts.com -TYPE-304 STAINLESS STEEL CONSTRUCTION -30 FEET (9 METERS) OF 1/4" (7 MM) STAINLESS STEEL CABLE GALVANIZED 1 TON HOOK STANDARD SIZES *DUTTON-LAINSON MARINE GRADE BRAKE WINCH *ADJUSTABLE REACH IN (25 MM) INCREMENTS MODEL MAX .I-CADI UNIT WT. QTY� *3 YEAR GUARANTEE I NO. (Kr� LBS. (KG.) DIB,36C 300 73 (,j3) OPTIONS: D2B36D 1000 (454) 1 96 (44) — --- -- - ----- -TYPE-316 CONSTRUCTION I D3B36E 1330 l003) Ill (50) *ADDITIONAL CABLE AVAILABLE (SPECIFY LENGTH) - ---------- L --------------- - ---------- -- _-------- STAINLESS - ------------------------ -STAINLE STEEL WINCH *STAINLESS STEEL HOOK -OTHER REACHES AVAILABLE UPON REQUEST (CONSULT FACTORY) ADJUSTABLE 24" 36" (610 IMM - 914 MM) (STANDARD) DUTTON-ILNNSON CABLE WINCH 1/4" (7 MM) ASSEMBLY S.STL. ze 1 TON HOOK STATIC LOOP 24" 49" DAVIT (610 MM 1245 MM) 34" 36 (914 MM 864 MM) LIFTING HEIGHT 60" (1524 MM) NOTICE: OVERALL HEIGHT • HALLIDAY PRODUCTS STAINLESS STEEL PORTABLE HOIST SHOULD NOT BE USED TO MOVE MAST PEOPLE OR LOADS ABOVE PEOPLE. • INSPECT CABLE AND HOOK CONNECTIONS BEFORE EACH USE. SER—D13-0 6/5/12 "HALLIDAYPRODUCTS 1 TC HOOK STATIC DA Loop STANDARD FEATURES: *STAINLESS STEEL TYPE -304 (STANDARD) OR TYPE -316 (OPTIONAL) CONSTRUCTION *AVAILABLE IN 3 STYLES *SUPPLIED WITH POLYMER LINING FOR SMOOTHER ROTATION *3 YEAR GUARANTEE 6" (152 MM) 11 11 _T 6" (152 MM) 8" 'Q (203 MM) /A ------------- NCHOR WEEP HOLE BASE PLATE PLAN ELEVATION www,Hallidayproducts.com Phone 800-298-1027 Fax 407-298-4534 HALLIDAY PRODUCTS!Fax HALLIDAY EMBED STYLE HOIST SOCKETS SOCKET MODEL# FOR HOIST MODELS D1 LINED D1A AND D1B D2R LINED D2A AND D2B D3R LINED D3A AND D3B 91, 3/8" (9 MM) (25 MM) (229 MM) WALL PLATE IYP. r 0 _T 0 Q WALL STYLE HOIST SOCKETS SOCKET MODEL # FOR HOIST MODELS' DIV LINED i DIA AND D1B D2V LINED D2A AND D2B NOT AVAILABLE D3A AND D38 WEEP HOLE II (203 MM) 0 L MOUNTING BASE PLATE PLAN HOLES ELEVATION \ loll ---------- Hardwarw - CDMA: 1XRTT [_(254 MM) C-W LED P.Ild g.- Option board expands digital inputs to 16. Data Frequency: 120VAC W 12 VAC o Digital alarm inputs and analog alarm set points: real-time. 1 (25 MM) - Digital runtime inputs: summarized FLOOR STYLE HOIST SOCKETS - Built-in telemetry and analog inputs: reported hourly. * 1 electronic key reader for site activity tracking and service mode. TYP, WEEP HOLE - .......... SOCKET MODEL # FOR HOIST MODELS 0 0 Hardware Options: Recognized Class 11 / Class III transformer, - Option Board - Digital Input (PN 650).4 D1S LINED D1A AND D1B - Option Board - Analog input and Pulse Input (PN 459)4� - Includes Antenna Kir (PN 88005) with mounting bracket and IV of 'Option Board - Analog Output (PN 459),-* cable. Omnidirectional outdoor antenna can be well or pole mounted. - Option Board - Pulse Input (PN 463).1 fPadtaiSBunhdedEd - Option Board - Analog Output and Pulse Input (PN 01000)." D2S LINED D2A AND D211 12 VDC 10" err . RJ45 connection for optional Wet Weil ModiA le ( PN 651)• specifications; additional accessories described in the Radio! Accessories brochure, D3S LINED D3A AND D3B 'One option board per RTU. (254 MM) (203 MM being "end-to-end" acknowlodged. Mission does net use SNIS "text" - Requires Service Package - M110 Series (PN 51X). messaging to transmit RTU data, - Optional SCADA Integration OPC Link (PN 586) to clientlsafver HMI. - AT&T Verizon and Sprint radios have 128 --bit encryption. All use TCP 0 data transmission protocol. - GiSlyl: HSPA+ iATT 3,5G and lower) Ponta band j I MOUNTING HOLES 3/8" (9 MM') BASE PLATE NOTES: PLAN ELEVATION MOUNTING HOLES ARE 03/4" (019 MM) Sift—B-4 8f5/12 WIRELESS ALARM SYSTEM M110 Series AC I. ft— Mftded ---------- Hardwarw - CDMA: 1XRTT Opel." C-W LED P.Ild g.- Option board expands digital inputs to 16. Data Frequency: 120VAC W 12 VAC o Digital alarm inputs and analog alarm set points: real-time. alarm set points per input. Option board expands analogs to 6. - Digital runtime inputs: summarized a -,d - Built-in telemetry and analog inputs: reported hourly. * 1 electronic key reader for site activity tracking and service mode. Physical: - 3 remotely controllable, form C dry contact relay outputs .......... .......... - Supervised 120 VAC to 12 VAC, 1.2 amp power supply with UL Hardware Options: Recognized Class 11 / Class III transformer, - Option Board - Digital Input (PN 650).4 - 5 AH battery provides up to 40 hours of back up power. - Option Board - Analog input and Pulse Input (PN 459)4� - Includes Antenna Kir (PN 88005) with mounting bracket and IV of 'Option Board - Analog Output (PN 459),-* cable. Omnidirectional outdoor antenna can be well or pole mounted. - Option Board - Pulse Input (PN 463).1 fPadtaiSBunhdedEd - Option Board - Analog Output and Pulse Input (PN 01000)." 0 0 12 VDC . 8 digital input LEDs display input status and wiring faults. -Refer to Option Board and WatiAfell Module data sheets for . RJ45 connection for optional Wet Weil ModiA le ( PN 651)• specifications; additional accessories described in the Radio! Accessories brochure, - Units automatically self enroll with no startup delays. Radios make 'kat 'One option board per RTU. Il=NZ software being "end-to-end" acknowlodged. Mission does net use SNIS "text" - Requires Service Package - M110 Series (PN 51X). messaging to transmit RTU data, - Optional SCADA Integration OPC Link (PN 586) to clientlsafver HMI. - AT&T Verizon and Sprint radios have 128 --bit encryption. All use TCP Warranty; data transmission protocol. - GiSlyl: HSPA+ iATT 3,5G and lower) Ponta band 12 VDCA- (850,900,1700, 1900,2100 MHx). 2 M. ftdia str- LED Outdoor NEMA 4XenclosLae Front sun shield -9-; -t 13.25"1 x 6.2611w x 13.75"h .y -y) (with sun shield) i SW.. LEDs ..... .... ... . - - ----- Tn _Iof.omp.t-. f..?,Lc . ........... 11 , I-- 1 11 I 1 Dl,.'VA P ....................... r NEMA 1 enclosurenclosure:U. dy _I-t. oWyd Ofp.relay.. K. 11,375"1 x 3.5"w x 11.25"h No -d I. -P, .. . ...... Typi..#y -.d in c4nunad4nwddh few Use indoors, wall rnountint owA0,,,� p..p. —d aH. is Technical Specifications ---------- Hardwarw - CDMA: 1XRTT - 8 supervised digital inputs, 3 configurable to runtime/starts accumulators. - O,6 to 2 watt maximum transmit power and -112 dBm sensitivity. Option board expands digital inputs to 16. Data Frequency: - 2 analog inputs: 4-20 mA or 0-5VDC, 10 -bit resolution, 4 real-time o Digital alarm inputs and analog alarm set points: real-time. alarm set points per input. Option board expands analogs to 6. - Digital runtime inputs: summarized - 4 built-in alarms ;AC, low battery, temperature and communications 'ail). - Built-in telemetry and analog inputs: reported hourly. * 1 electronic key reader for site activity tracking and service mode. Physical: - 3 remotely controllable, form C dry contact relay outputs Operating temperature -20F* to +160F*. (1 amp @ 12VOC), SPDT, N.OJN.C. - Supervised 120 VAC to 12 VAC, 1.2 amp power supply with UL Hardware Options: Recognized Class 11 / Class III transformer, - Option Board - Digital Input (PN 650).4 - 5 AH battery provides up to 40 hours of back up power. - Option Board - Analog input and Pulse Input (PN 459)4� - Includes Antenna Kir (PN 88005) with mounting bracket and IV of 'Option Board - Analog Output (PN 459),-* cable. Omnidirectional outdoor antenna can be well or pole mounted. - Option Board - Pulse Input (PN 463).1 - 8 vertical LEDs for die gnostics. - Option Board - Analog Output and Pulse Input (PN 01000)." 0 0 -'Alet Wei' Module (PN 651), . 8 digital input LEDs display input status and wiring faults. -Refer to Option Board and WatiAfell Module data sheets for . RJ45 connection for optional Wet Weil ModiA le ( PN 651)• specifications; additional accessories described in the Radio! Accessories brochure, - Units automatically self enroll with no startup delays. Radios make 'kat 'One option board per RTU. live, continuous, encrypted s connections with all data and alarms software being "end-to-end" acknowlodged. Mission does net use SNIS "text" - Requires Service Package - M110 Series (PN 51X). messaging to transmit RTU data, - Optional SCADA Integration OPC Link (PN 586) to clientlsafver HMI. - AT&T Verizon and Sprint radios have 128 --bit encryption. All use TCP Warranty; data transmission protocol. - GiSlyl: HSPA+ iATT 3,5G and lower) Ponta band RTUs include a 1 year manufacturing and material warranty. (850,900,1700, 1900,2100 MHx). C 0 PA M U NIC AT 1 0 N (877) 993-1911 * sales@123mc.com * w-mov.123mc.corn CWQ14K.�ior, illo%ssion comma:t*atior.s logo,;e pnope,tycf M;s ion. GQ,=)o;1jCo0 mo. All Riqil� Reseiv�d. P,*toAfj undco-AeMS 7,216, 145. FpoclfiCa!iif, subject fn bogs "': hot!! rotiee, STANDARD FEATURES: -AUTO-LOCK T-316 STAINLESS STEEL HOLD OPEN ARM WITH RELEASE HANDLE *T-31:6 STAINLESS STEEL HINGES AND ATTACHING HARDWARE -NON-CORROSIVE LOCKING BAR *SINGLE LEAF CONSTRUCTION FOR MAXIMUM ACCESS -300 LBS. PER SQ. FT. LOAD RATING (1464 KG. PER SQ. METER LOAD RATING) *EXTRUDED ALUMINUM FRAME -RECESSED LIFTING HANDLE -ANCHOR PLATES (ORDER WITHOUT FOR FIBERGLASS OR DROP-IN INSTALLATIONS) -LIFETIME GUARANTEE ANCHOR PLATES LIFTING HANDLE PADLOCK BAR PADLOCK BAR PRIMER REQU CONC APPLICATION A OPENING Li11,1=1Code: Mur --O914 www.l-',all'idayProducts.com Phone 800-298-1027 Fax 407-298-4534 HALLIOAY PRODUCTS Sales@HallidayProducts.com STANDARD SIZES A DIM. B DIM. M. C DIM. UNIT WT. QTY MODEL I INCHES es. L I I IES I INCHES INCHES i NO. (MM) (Mm) !KG.) RIR36 24 (Fia) 35 (890) 1 i=1 (1041', 62 (28) RIR48 32 (813) 47 (1194)153 (134s) 86 (39) i R1R6O 40 (10161, 59 (1419) 65 (1651 (62) ----------- --- - .......... ... ------ - ------- - - -------------- - -- - - RIR72 43 (121q) 71 (18 a3) 77 (1956) 175 (71�) ---- - - — ------------------------------------------------ - ------------------- ------- 3" (76 mm) TYP. M 1 0 - 1.11 (7 mm) THICK DIAMOND TERN ALUM. COVER PLATE TL. & ALUM. POSITIVE ;KING HOLD OPEN ARM SECTION -316 STAINLESS STEEL HINGES VITH TAMPER PROOF FASTENERS (COVER SHOWN IN OPEN posrTION) OMIT ANCHOR PLATES FOR FIBERGLASS APPLICATION EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE 8'MIN 24; REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -HON SHALL BE ( -FOUNDA REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE 'ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE, 2, FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NOo 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO, 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. .13-3 TD -34 FRAME & COVER (SEE FIG, S-I-D,E) SLOPED AREA STREET SURFACE OR NON -PAVED AREA V-0" MAX RUBBER COATED STEEL 3'-0 MIN STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS 12. MIN "0" RING SEALS 16 MAX MINIMUM ELEVATION T_ DIFFERENCE ACROSS M.H. 5" 4'-O" FROM INLET TO OUTLET SHALL BE 0,20 FEET. DEPTH OF FLOW CONCRETE VARIES CHANNEL 11 FILLETS 3/4 DIAMETER 01- 11 — — CONTRIBUTING 4 SEWER. :' A FILLETED INVERITOUR A SMOG' ,d TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROMDED. BEDDING NOTE W/ NO, 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2, THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3, ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT, TYPICAL MANHOLE SECTION SHOWING BRANCH TIE—IN N.T.S FIG, S -I -A 9 TD -25 PLA 5' GALVANIZED WITNESS POST WITH CAPE ED NDS PAINTED BLUE IN REMOTE AREAS 10, AS DIRECTED. MARKER LOCATION MAY BE SUBJECT i 1, TO HIGHWAY DEPARTMENT APPROVAL, NOT REQUIRED FINISHED GRADE M rlADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID ADJUSTABLE TR VALVE BOX M.J. GATE VALVE 2.500 PISIL CONCRETE 2'x 2' BEARING AREA. THRUST BLOCK 4 (NOT REQUIRED IF MECHANICAL JOINT RESTRAINTS ARE INSTALLED) • A NOTE IN REMOTE AREAS, VALVE BOXES SHALL. EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVF NTIS FIG. W-5 12- -A TO -9 3000 PSI CONIC, BASE BENCH SLOPED TO -,LOW C ' 1' MIN HANNEL 1/4 FLEXIBLE CONNECTION -- NOTE: WITH STAINLESS STEELALL CONNECTIONS TO BAND i EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION BOOT INSTALLED BRANCH 0 TYPICAL MAIS HOLIE PLAN SHOWING BRANCH TIE IN NTS FIG. S-1-8 TD -27 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 9 STONE STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH, REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE S01 OR PROVIDE A 4" BEDDING OF #68 STONE, FOUNDATION IN POOR SOIL UNDER—CUT CONDMON UNSTASL ACKFILL #68 STONE AS ACS A ZSTABLE SOIL OR ROC\K NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFII L, 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH, 5, BELL HOLES SHALL BE DUG OUT IN ALL CASES, DUCTILE IRON PRESSURE PIPE INSTALLATION 84 BEDDING NTS FIG. W-2 TD -2 BRU"ClW, S-FRICKT.AND JR. > Lit. No. 056612 9/20/18 �A, Z:) 0 :D F- 0 LU LU U < 77 0 U) > r-11 Z) 0 >_ !� U U) Uj 0 �U) 0 LJ.A P-4 Z > liI 0 U Q) LLA CL LU CO LU P N < N DATE 03-26-2018 DRAWN BY 1. MARSHALL DESIGNED BY B. STRICKLAND CHECKED BY B. STRICKLAND SCALE • NOT TO SCALE Uj 2: 0 UjC -0 > 0 ry q) 0 0 �2 0 Uj M If f) - 1W 1 0 _j (n < < 0 CU U) O> CU < 0 0 U Uj a - Q 5 0 Uj Z < 0 :E 0 0 0C (n :D 0 - 0 j U) U) U) 0 a) X T 40 0 CL 0 0) 2! 2 U) M 2 -�5 0 = .0 z5 C: 0 (n 0 0 — LU L) ca 0 -0 76 JOB NO, 0 0 C� 0 4024 -0 C cc U) 0 0 SHEET NO. 0 (D -0 P S—U) 0) 3 a) E ---------- _T U L 8 Z E or, C) tl A 9A Lu 00 L E Z g 0 0 TYPICAL A LE FRAME & COVER -1 N.TIS F84 -D IG TD -31 ............ PLA 5' GALVANIZED WITNESS POST WITH CAPE ED NDS PAINTED BLUE IN REMOTE AREAS 10, AS DIRECTED. MARKER LOCATION MAY BE SUBJECT i 1, TO HIGHWAY DEPARTMENT APPROVAL, NOT REQUIRED FINISHED GRADE M rlADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID ADJUSTABLE TR VALVE BOX M.J. GATE VALVE 2.500 PISIL CONCRETE 2'x 2' BEARING AREA. THRUST BLOCK 4 (NOT REQUIRED IF MECHANICAL JOINT RESTRAINTS ARE INSTALLED) • A NOTE IN REMOTE AREAS, VALVE BOXES SHALL. EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVF NTIS FIG. W-5 12- -A TO -9 3000 PSI CONIC, BASE BENCH SLOPED TO -,LOW C ' 1' MIN HANNEL 1/4 FLEXIBLE CONNECTION -- NOTE: WITH STAINLESS STEELALL CONNECTIONS TO BAND i EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION BOOT INSTALLED BRANCH 0 TYPICAL MAIS HOLIE PLAN SHOWING BRANCH TIE IN NTS FIG. S-1-8 TD -27 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 9 STONE STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH, REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE S01 OR PROVIDE A 4" BEDDING OF #68 STONE, FOUNDATION IN POOR SOIL UNDER—CUT CONDMON UNSTASL ACKFILL #68 STONE AS ACS A ZSTABLE SOIL OR ROC\K NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFII L, 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH, 5, BELL HOLES SHALL BE DUG OUT IN ALL CASES, DUCTILE IRON PRESSURE PIPE INSTALLATION 84 BEDDING NTS FIG. W-2 TD -2 BRU"ClW, S-FRICKT.AND JR. > Lit. No. 056612 9/20/18 �A, Z:) 0 :D F- 0 LU LU U < 77 0 U) > r-11 Z) 0 >_ !� U U) Uj 0 �U) 0 LJ.A P-4 Z > liI 0 U Q) LLA CL LU CO LU P N < N DATE 03-26-2018 DRAWN BY 1. MARSHALL DESIGNED BY B. STRICKLAND CHECKED BY B. STRICKLAND SCALE • NOT TO SCALE Uj 2: 0 UjC -0 > 0 ry q) 0 0 �2 0 Uj M If f) - 1W 1 0 _j (n < < 0 CU U) O> CU < 0 0 U Uj a - Q 5 0 Uj Z < 0 :E 0 0 0C (n :D 0 - 0 j U) U) U) 0 a) X T 40 0 CL 0 0) 2! 2 U) M 2 -�5 0 = .0 z5 C: 0 (n 0 0 — LU L) ca 0 -0 76 JOB NO, 0 0 C� 0 4024 -0 C cc U) 0 0 SHEET NO. 0 (D -0 P S—U) 0) 3 a) E MATERIALS LEGEND D _. , PAVING TYPE PAVING FINISH/PATTERN DETAIL NOTES �J ASPHALT - VEHICULAR -- SEE CIVIL DWGS FOR NOTES & DETAILS GRANITE CURB - VEHICULAR THERMAL 7/1-2.00 VIRGINIA MIST O3 GRANITE CURB - VEHICULAR, MOUNTABLE THERMAL 8/1-2.00 VIRGINIA MIST PERMEABLE PAVERS - VEHICULAR TBD 9/1-2.00 PAVER SIZE & COLOR TBD 9 CONCRETE - PEDESTRIAN MEDIUM SAND BLAST 1 /1-2.00 INTEGRAL COLOR TBD 0 STONE PAVERS ON SLAB TBD 5/1-2.00 PAVER SIZE & COLOR TBD (D STONE PAVERS ON AGGREGATE TBD 4/L2.00 PAVER SIZE & COLOR TBD (�) BRICK PAVERS TBD 6/1-2.00 PAVER SIZE & COLOR TBD (0-) CRUSHED STONE -- 2/1-2.00 # 10 HONEY CRUSHED QUARTZITE. STEEL EDGE TO PERIMETER 0 CONCRETE - VEHICULAR MEDIUM SAND BLAST SEE CIVIL DWGS FOR NOTES & DETAILS /. a WALLS STEPS, BRIDGES i SYMBOL WALL TYPE FINISH/PATTERN DETAIL NOTES �J CONCRETE STAIRS MEDIUM SAND BLAST 2/1-2.01 INTEGRAL COLOR TBD SOLID STONE STAIRS THERMAL 3/1-2.01 STONE TBD STONE RETAINING WALL SPLIT FACE, THERMAL CAP 1 /1-2.01 STONE TBD TIMBER BOARDWALK TBD L2.05 SPECIES TBD 0 STONE ENTRY MONUMENT TBD L2.07 STONE TBD (D HANDRAIL TBD 2/1-2.06 STEEL RAIL. STEEL / FINISH TBD d BALUSTRADE - STEEL TBD 1 /L2.06 STEEL RAIL. STEEL / FINISH TBD Z NELSON B Y R D %%i i ..�. WOLTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 03.26.18 SITE PLAN 2 07.27.18 SITE PLAN 3 09.21.18 SITE PLAN STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE SITE PLAN I PHASE 1 AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE MATERIALS RL PLAN DATE: JULY 27, 2018 SCALE: 1" = 50'-0" DRAWING NUMBER L MATERIA S LEGEND G PAVING TYPE PAVING FINISH/PATTERN DETAIL NOTES 0 ASPHALT - VEHICULAR -- SEE CIVIL DWGS FOR NOTES & DETAILS @) GRANITE CURB - VEHICULAR THERMAL 7/L2.00 VIRGINIA MIST GRANITE CURB - VEHICULAR, MOUNTABLE THERMAL 8/L2.00 VIRGINIA MIST PERMEABLE PAVERS - VEHICULAR TBD 9/1-2.00 PAVER SIZE & COLOR TBD (D CONCRETE - PEDESTRIAN MEDIUM SAND BLAST 1 /L2.00 INTEGRAL COLOR TBD STONE PAVERS ON SLAB TBD 5/L2.00 PAVER SIZE & COLOR TBD STONE PAVERS ON AGGREGATE TBD 4/1-2.00 PAVER SIZE & COLOR TBD BRICK PAVERS TBD 6/L2.00 PAVER SIZE & COLOR TBD CRUSHED STONE -- 2/L2.00 # 10 HONEY CRUSHED QUARTZITE. STEEL EDGE TO PERIMETER 10 O CONCRETE - VEHICULAR MEDIUM SAND BLAST SEE CIVIL DWGS FOR NOTES & DETAILS 44$ rte/ 9 4 4 __.. CENTRAL ENERGY _. PLANT . E : # WALLS, STEPS, BRIDGES • r- r SYMBOL WALL TYPE FINISH/PATTERN DETAIL NOTES 0 CONCRETE STAIRS MEDIUM SAND BLAST 2/L2.01 INTEGRAL COLOR TBD @) SOLID STONE STAIRS THERMAL 3/1-2.01 STONE TBD STONE RETAINING WALL SPLIT FACE, THERMAL CAP 1 /L2.01 STONE TBD TIMBER BOARDWALK TBD L2.05 SPECIES TBD (D STONE ENTRY MONUMENT TBD L2.07 STONE TBD HANDRAIL TBD 2/1-2.06 STEEL RAIL. STEEL / FINISH TBD BALUSTRADE - STEEL TBD 1 /L2.06 STEEL RAIL. STEEL / FINISH TBD NELSON BYRD'" m 121111 WOLTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 03.26.18 SITE PLAN 2 07.27.18 SITE PLAN 3 09.21.18 SITE PLAN STAMP PROJECT NAME KESWICK HALL LANDSCAPE D1 P ALBEMARLE COUNTY, • SITE PLAN I PHASE 1 AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE MATERIALS ENLARGEMENT PLAN DATE: JULY 27, 2018 SCALE: 1" = 20'-0" DRAWING NUMBER lam ..... ...... 1 .. .. ..: ..: MATERIALS LEGEND � .. . PAVING TYPE PAVING FINISH/PATTERN DETAIL NOTES (D ASPHALT - VEHICULAR -- SEE CIVIL DWGS FOR NOTES & DETAILS © GRANITE CURB - VEHICULAR THERMAL 7/1-2.00 VIRGINIA MIST GRANITE CURB - VEHICULAR, MOUNTABLE THERMAL 8/1-2.00 VIRGINIA MIST PERMEABLE PAVERS - VEHICULAR TBD 9/1-2.00 PAVER SIZE & COLOR TBD CONCRETE - PEDESTRIAN MEDIUM SAND BLAST 1 /1-2.00 INTEGRAL COLOR TBD STONE PAVERS ON SLAB TBD 5/1-2.00 PAVER SIZE & COLOR TBD @ STONE PAVERS ON AGGREGATE TBD 4/1-2.00 PAVER SIZE & COLOR TBD BRICK PAVERS TBD 6/1-2.00 PAVER SIZE & COLOR TBD CRUSHED STONE -- 2/1-2.00 # 10 HONEY CRUSHED QUARTZITE. STEEL EDGE TO PERIMETER 10 CONCRETE - VEHICULAR MEDIUM SAND BLAST SEE CIVIL DWGS FOR NOTES & DETAILS WALLS, STEPS, BRIDGES4 . ............ . ....... . SYMBOL WALL TYPE FINISH/PATTERN DETAIL NOTES (� CONCRETE STAIRS MEDIUM SAND BLAST 2/1-2.01 INTEGRAL COLOR TBD © SOLID STONE STAIRS THERMAL 3/1-2.01 STONE TBD STONE RETAINING WALL SPLIT FACE, THERMAL CAP 1 /1-2.01 STONE TBD TIMBER BOARDWALK TBD L2.05 SPECIES TBD STONE ENTRY MONUMENT TBD L2.07 STONE TBD HANDRAIL TBD 2/1-2.06 STEEL RAIL. STEEL / FINISH TBD @ BALUSTRADE - STEEL TBD 1 /1-2.06 STEEL RAIL. STEEL / FINISH TBD «- r� /�. _. NELSON B Y R DEll 101111,01 IN WOLTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 03.26.18 SITE PLAN 2 07.27.18 SITE PLAN 3 09.21.18 SITE PLAN STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA SITE PLAN I PHASE 1 AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE MATERIALS ENLARGEMENT PLANS DATE: JULY 27, 2018 SCALE: 1 " = 20'-0" DRAWING NUMBER L 1,020 / / f MATERIALS LEGEND PAVING TYPE PAVING FINISH/PATTERN DETAIL NOTES ® ASPHALT - VEHICULAR -- SEE CIVIL DWGS FOR NOTES & BLAST DETAILS GRANITE CURB - VEHICULAR THERMAL 7/1-2.00 VIRGINIA MIST © GRANITE CURB - VEHICULAR, THERMAL 8/1-2.00 VIRGINIA MIST MOUNTABLE THERMAL CAP L: J PERMEABLE PAVERS - VEHICULAR TBD 9/1-2.00 PAVER SIZE & COLOR TBD O CONCRETE - PEDESTRIAN MEDIUM SAND 1 /1-2.00 INTEGRAL COLOR TBD HANDRAIL BLAST 2/1-2.06 STEEL RAIL. STEEL / FINISH TBD G O STONE PAVERS ON SLAB TBD 5/1-2.00 PAVER SIZE & COLOR TBD O STONE PAVERS ON AGGREGATE TBD 4/1-2.00 PAVER SIZE & COLOR TBD BRICK PAVERS TBD 6/1-2.00 PAVER SIZE & COLOR TBD ® CRUSHED STONE -- 2/1-2.00 #10 HONEY CRUSHED QUARTZITE. STEEL EDGE TO PERIMETER 10 CONCRETE - VEHICULAR MEDIUM SAND SEE CIVIL DWGS FOR NOTES & BLAST DETAILS = WALL, STEPS, S, BRIDGES SYMBOL WALL TYPE FINISH/PATTERN DETAIL NOTES ® CONCRETE STAIRS MEDIUM SAND 2/1-2.01 INTEGRAL COLOR TBD BLAST SOLID STONE STAIRS THERMAL 3/1-2.01 STONE TBD © STONE RETAINING WALL SPLIT FACE, 1 /1-2.01 STONE TBD THERMAL CAP L: J TIMBER BOARDWALK TBD L2.05 SPECIES TBD O STONE ENTRY MONUMENT TBD L2.07 STONE TBD HANDRAIL TBD 2/1-2.06 STEEL RAIL. STEEL / FINISH TBD G O BALUSTRADE - STEEL TBD 1 /1-2.06 STEEL RAIL. STEEL / FINISH TBD C/) 41: xj - ' i i` - NELSON B Y R D101/1 WOLTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 03.26.18 SITE PLAN 2 07.27.18 SITE PLAN 3 09.21.18 SITE PLAN STAMP PROJECT NAME KESWICK HAL LANDSCAPE ALBEMARLE COUNT SITE PLAN I PHASE 1 AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE MATERIALS iA j4 DATE: JULY 27, 2018 SCALE: 1 " = 20'-0" DRAWING NUMBER it : ,. _. _ _ : ., _MATERIALS LEGEND PAVING TYPE PAVING FINISH/PATTERN DETAIL NOTES O ASPHALT - VEHICULAR -- SEE CIVIL DWGS FOR NOTES & BLAST DETAILS ® GRANITE CURB - VEHICULAR THERMAL 7/1-2.00 VIRGINIA MIST GRANITE CURB - VEHICULAR, THERMAL 8/1-2.00 VIRGINIA MIST �J MOUNTABLE THERMAL CAP ® PERMEABLE PAVERS - VEHICULAR TBD 9/L2.00 PAVER SIZE & COLOR TBD O CONCRETE - PEDESTRIAN MEDIUM SAND 1 /1-2.00 INTEGRAL COLOR TBD HANDRAIL BLAST 2/L2.06 STEEL RAIL. STEEL / FINISH TBD © STONE PAVERS ON SLAB TBD 5/1-2.00 PAVER SIZE & COLOR TBD STONE PAVERS ON AGGREGATE TBD 4/1-2.00 PAVER SIZE & COLOR TBD /D BRICK PAVERS TBD 6/L2.00 PAVER SIZE & COLOR TBD 0 CRUSHED STONE -- 2/L2.00 # 10 HONEY CRUSHED QUARTZITE, STEEL EDGE TO PERIMETER (9 CONCRETE - VEHICULAR MEDIUM SAND SEE CIVIL DWGS FOR NOTES & BLAST DETAILS :j 1: _.' rc/ WALLS, STEPS,BRIDGES i SYMBOL WALL TYPE FINISH/PATTERN DETAIL NOTES 0 CONCRETE STAIRS MEDIUM SAND 2/L2.01 INTEGRAL COLOR TBD BLAST © SOLID STONE STAIRS THERMAL 3/1-2.01 STONE TBD STONE RETAINING WALL SPLIT FACE, 142.01 STONE TBD THERMAL CAP TIMBER BOARDWALK TBD L2,05 SPECIES TBD STONE ENTRY MONUMENT TBD L2.07 STONE TBD HANDRAIL TBD 2/L2.06 STEEL RAIL. STEEL / FINISH TBD @ BALUSTRADE - STEEL TBD 1 A2.06 STEEL RAIL. STEEL / FINISH TBD NELSON B Y R D � � � ffill 1�0/11 - WOLTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 03.26.18 SITE PLAN 2 07.27.18 SITE PLAN 3 09,21.18 SITE PLAN STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, • PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE MATERIALS ENLARGEMENT PLANS DATE: JULY 27, 2018 SCALE: 1" = 20'-0" DRAWING NUMBER am MATERIALS LEGEND PAVING TYPE PAVING FINISH/PATTERN DETAIL NOTES SITE PLAN ASPHALT - VEHICULAR -- SEE CIVIL DWGS FOR NOTES & 1, J B LAST DETAILS GRANITE CURB - VEHICULAR THERMAL 7/1-2.00 VIRGINIA MIST © GRANITE CURB - VEHICULAR, THERMAL 8/1-2.00 VIRGINIA MIST MOUNTABLE THERMAL CAP PERMEABLE PAVERS - VEHICULAR TBD 9/1-2.00 PAVER SIZE & COLOR TBD CQ CONCRETE - PEDESTRIAN MEDIUM SAND 1 /L2.00 INTEGRAL COLOR TBD HANDRAIL B LAST 2/1-2.06 STEEL RAIL. STEEL / FINISH TBD STONE PAVERS ON SLAB TBD 5/1-2.00 PAVER SIZE & COLOR TBD STONE PAVERS ON AGGREGATE TBD 4/1-2.00 PAVER SIZE & COLOR TBD BRICK PAVERS TBD 6/1-2.00 PAVER SIZE & COLOR TBD CRUSHED STONE 2/1-2.00 # 10 HONEY CRUSHED QUARTZITE. STEEL EDGE TO PERIMETER 10 CONCRETE - VEHICULAR MEDIUM SAND SEE CIVIL DWGS FOR NOTES & BLAST DETAILS WALLS, STEPS, BRIDGES SYMBOL WALL TYPE FINISH/PATTERN DETAIL NOTES SITE PLAN CONCRETE STAIRS MEDIUM SAND 2/1-2.01 INTEGRAL COLOR TBD 1, J B LAST SOLID STONE STAIRS THERMAL 3/L2.01 STONE TBD © STONE RETAINING WALL SPLIT FACE, 1 /1-2.01 STONE TBD THERMAL CAP TIMBER BOARDWALK TBD L2.05 SPECIES TBD CQ STONE ENTRY MONUMENT TBD L2,07 STONE TBD HANDRAIL TBD 2/1-2.06 STEEL RAIL. STEEL / FINISH TBD BALUSTRADE - STEEL TBD 1 /1-2.06 STEEL RAIL. STEEL / FINISH TBD NOTE: SEE STORMWATER MANAGEMENT SUBMITTAL BY CIVIL ENGINEER FOR PERVIOUS PAVING CALCULATIONS. NELSON BYRD" WOLTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 03.26.18 SITE PLAN 2 07.27.18 SITE PLAN 3 09.21.18 SITE PLAN STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE SITE PLAN I PHASE 1 AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE MATERIALS ENLARGEMENT PLANS DATE: JULY 27, 2018 SCALE: 1" = 20'-0" DRAWING NUMBER Ll 950 ar 4 CD 1 `" L2.00 0 N a� cu Q V) 70 N i D i - co 0 0 0 i a� 0 N 0 m 0 7 = L2.00 z CONCRETE PAVEMENT - PEDESTRIAN SCALE: 1 " = F-0" 0 NOTE: 1. CROWN PAVERS ACCORDING TO GRADING PLAN. CONCRETE WITH LIGHT BROOM FINISH 4]'WIDE SAW CUT CONTROL JOINT, DEPTH OF JOINT TO BE ONE-THIRD THICKNESS OF SLAB. SPACE JOINTS AS SHOWN IN PLAN. SEE PLAN FOR LAYOUT OF JOINTS IN SPECIFIC AREAS REINFORCED CONCRETE SLAB COMPACTED AGGREGATE COMPACTED SUBGRADE ALUMINUM EDGE RESTRAINT AT PAVER EDGE 2" BLUE STONE PAVER, THERMAL FINISH HAND TIGHT, SANDSWEPT JOINTS FILTER FABRIC SAND SETTING BED COMPACTED AGGREGATE, VDOT #21 A, EXTEND 6" PAST PAVERS COMPACTED SUBGRADE 2. MAXIMUM VERTICAL CLEARANCE BETWEEN TOP OF ADJACENT PAVERS SHALL BE 1/8". MISSHAPEN OR DEFORMED PAVERS ARE NOT ACCEPTABLE. 3. BRUSH JOINTS WITH SAND AND COMPACT PAVERS. 4. FOLLOW DIRECTIONS FOR EDGE RESTRAINT INSTALLATION PER MANUFACTURER'S INSTRUCTIONS. SEE DETAIL L9/5.00 CV COMPACTED #10 HONEY CRUSHED QUARTZITE, PLACED IN (2) V LIFTS FILTER FABRIC 4"X5" BLACK STEEL EDGING FLUSH WITH FINISHED GRADE LAW N COMPACTED AGGREGATE VDOT #21 A 15" TAPERED STEEL ANCHORING STAKES AT 32" O.C. COMPACTED SUBGRADE ADJ EXISTING GRADE OR PLANTING BED 41'X5" BLACK STEEL EDGING W/ 16'X15" STL STAKES @ 18" OC, 8" OVERLAP OF SEGMENTS ' 2 CRUSHED STONE 1_2.00 PAVING t�l(lTF• III --III III III -III—III I_I- (___ SUBMIT SAMPLE OF STEEL III _I_ III _ III ( III III III III- EDGING TO LANDSCAPE iI (I =-. I,- �I - -, II ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION 2 CRUSHED STONE PAVEMENT STEEL EDGING 1_2.00 SCALE: 1" = 1'-0" L2.00 SCALE: 1" = l' -O" N MORTAR RESTRAINTS AT EDGE OF PAVERS WITH WEEPS STONE PAVERS SET HAND -TIGHT, W/ SAND -SWEPT JOINTS 1" SAND SETTING BED REINFORCED CONCRETE SLAB COMPACTED AGGREGATE, VDOT #21 A COMPACTED SUBGRADE N NOTE: 1. CROWN PAVERS ACCORDING TO GRADING PLAN 2. MAXIMUM VERTICAL CLEARANCE BETWEEN TOP OF ADJACENT PAVERS SHALL BE 8'. MISSHAPEN OR DEFORMED PAVERS ARE NOT ACCEPTABLE STONE PAVERS ON AGGREGATE 5 STONE PAVERS ON SLAB BRICK PAVERS ON SLAB SCALE: 1" = 1'-0" L2.00 SCALE: V = 1'4" 1_2.00 SCALE: 1"= Y-0" PAVEMENT VARIES SEE MATERIALS PLAN 6" X 18" GRANITE CURB 1/2 " R ON EXPOSED CORNERS PAVEMENT VARIES SEE MATERIALS PLANS AGGREGATE MORTAR SETTING BED CONCRETE FOOTING COMPACTED SUBGRADE NOTE: 1. GRANITE CURB IN 6' OR 8' EVEN LENGTHS AVERAGE FOR STRAIGHT RUNS, 2' LENGTHS_ ON CURVES. 2. SPLIT FACE ON EXPOSED VERTICAL FACES, HONED TOP, SAW CUT HEAD JOINTS PAVEMENT VARIES SEE MATERIALS PLAN 6" X 18" GRANITE CURB 1/2 " R ON EXPOSED CORNERS PAVEMENT VARIES SEE MATERIALS PLANS AGGREGATE MORTAR SETTING BED CONCRETE FOOTING COMPACTED SUBGRADE NOTE: 1. GRANITE CURB IN 6' OR 8' EVEN LENGTHS AVERAGE FOR STRAIGHT RUNS, 2' LENGTHS ON CURVES. 2. SPLIT FACE ON EXPOSED VERTICAL FACES, HONED TOP, SAW CUT HEAD JOINTS 8 MOUNTABLE GRANITE CURB 9 PERMEABLE PAVERS 1_2.00 SCALE: 1" = 1'-0" 1_2.00 SCALE: I"= 1'4' MORTAR RESTRAINTS AT EDGE OF PAVERS WITH WEEPS BRICK PAVERS SET HAND -TIGHT, W/ SAND -SWEPT JOINTS 1"SAND SETTING BED REINFORCED CONCRETE SLAB COMPACTED AGGREGATE, VDOT #21 A COMPACTED SUBGRADE ADJ. PAVING VARIES, SEE MATERIALS PLANS HEAVY-DUTY ALUMINUM PAVER RESTRAINT, 24"X2 4"X 16" ANGLE, OR SIM PER MFTR, SECURED WITH 12"X2 " SPIRAL SS SPIKES @ 12" OC, PERMALOC OR EQ. MANUFACTURER SEE CIVIL DRAWINGS #8 AGGREGATE IN OPENINGS, TYP. PERMEABLE PAVERS, SEE MATERIALS PLANS FOR PATTERN, SIZE, AND FINISH WASHED FRACTURED OPEN GRADED STONE, #89 AGGREGATE FILTER FABRIC 3/4 " WASHED FRACTURED OPEN GRADED STONE, #57 AGGREGATE 1-1/2 - 3" WASHED FRACTURED OPEN GRADED STONE, #2 AGGREGATE SEE CIVIL DRAWINGS FOR DEPTH OF BASE RESERVOIR COMPACTED SUBGRADE NELSON B Y R D WOLTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 03.26.18 SITE PLAN 2 07.27.18 SITE PLAN 3 09.21.18 SITE PLAN STAMP PROJECT NAME i ALBEMARLE COUNTY, VIRGINIA SITE PLAN PHASE 1 AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE SITE DETAILS DATE: JULY 27, 2018 SCALE: AS SHOWN DRAWING NUMBER IN 2'-0" I D I=III_1 I I- -III—III -III_:=I I I —1 =I I —111—I I 11--- M STONE RETAINING WALL SCALE: 3/4" = 1'-0" 8" SOLID BLUESTONE CAP, 36" LENGTHS OR AS NOTED IN PLAN, THERMAL FINISH, EASE ALL EXPOSED EDGES 6" SPLIT -FACE STONE VENEER 1/2" MORTAR JOINT MIN 1/2" MORTAR SETTING BED REINFORCED CONCRETE FOOTING ADJACENT PAVEMENT; VARIES, SEE MATERIAL PLANS 1/2" EXPANSION JOINT CONCRETE WITH LIGHT BROOM FINISH R 1/2 " AT NOSING > 1'-0" TYP 1%. WASH 1/2" EXPANSION JOINT WITH CAULK TYP TO MATCH CONCRETE COLOR NO 5x - _ J ("�2 CONCRETE STAIR DETAIL �1_2.01 ) SCALE: 1 1'-0" nil Ilk AKI -!\/nr- 11") CT r\ K I r- f- f-\ I I IAAKI TV r) r- A CT /-\ K 1 17 f- /-\ I I IA AAI TV r) r- A 0- 00 CD cti r4_� STONE ENTRY MONUMENTS SCALE: 1/4" = 1'-0" E (D (D n Q) O In V) (7 V) (7 V) (0 U V) CD V) a_ U (1) 0 CD 1-11 10 0 CO V) FA 12'-0" M IN. 12'-0" MIN. A jAl,_cTq1 PAVEMENT; VARIES, :E MATERIAL PLANS )LID 6" STONE TREAD, THERMAL DISH ON TREAD AND RISERS, NGTH TBD MORTAR SETTING BED SOLID STONE STAIR DETAIL L2.01 / SCALE: 1 1'-0" \1-1/ :INFORCED CONCRETE FOOTING 2" DIA X 6" S.S. DOWELS (2 PER EAD) EXPANSION JOINT, TYP. D AGGREGATE \i\1I y I I f_\ I- I L_ DQHQ(--DA F - NELSON B Y R D !111�11 m WOLTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 03.26.18 SITE PLAN 4, A SITE PLAN 3 09.21.18 SITE PLAN REINFORCED CONCRETE ("�2 CONCRETE STAIR DETAIL �1_2.01 ) SCALE: 1 1'-0" nil Ilk AKI -!\/nr- 11") CT r\ K I r- f- f-\ I I IAAKI TV r) r- A CT /-\ K 1 17 f- /-\ I I IA AAI TV r) r- A 0- 00 CD cti r4_� STONE ENTRY MONUMENTS SCALE: 1/4" = 1'-0" E (D (D n Q) O In V) (7 V) (7 V) (0 U V) CD V) a_ U (1) 0 CD 1-11 10 0 CO V) FA 12'-0" M IN. 12'-0" MIN. A jAl,_cTq1 PAVEMENT; VARIES, :E MATERIAL PLANS )LID 6" STONE TREAD, THERMAL DISH ON TREAD AND RISERS, NGTH TBD MORTAR SETTING BED SOLID STONE STAIR DETAIL L2.01 / SCALE: 1 1'-0" \1-1/ :INFORCED CONCRETE FOOTING 2" DIA X 6" S.S. DOWELS (2 PER EAD) EXPANSION JOINT, TYP. D AGGREGATE \i\1I y I I f_\ I- I L_ DQHQ(--DA F - NELSON B Y R D !111�11 m WOLTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 03.26.18 SITE PLAN 2 07.27.18 SITE PLAN 3 09.21.18 SITE PLAN STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A SITE PLAN I PHASE 1 AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE SITE DETAILS DATE: JULY 27, 2018 SCALE: AS SHOWN DRAWING NUMBER L2,001 SCALE: NTS GU 10 Line Voltage MR --- ----'-"'-"-"" 7 Pli� KESWICK HALL TYPE* L-3 CATALOG LAMt$151: ` NOTES: CATALOG NUMBER LOGIC LA l 77 l' ;. C?, #fi3 saa a Rampt?,a t sem: Example: B CCSQ Gil 162 MIT awaym CIO �9.�FS61F3cYlL$ ,Fl� I coating, Brass components are available in powder �t'3ti#st'AC2itt?'411 .k?kT'`t'siSiLti3;Kt"zy 60 k`,�T�S3�i`7P:'l�t.;`'ffi1LtLf:'; FaeePlate I Gray Blank - Alurninurn Socket I t��f$r£'yt�_. .. -.. at1Ts��%� tl�'FIFt`tE„'�f, 3'T✓!S'�'atS�x i�#�yi5 j¢T'3'ki si brass. Countersunk holes provide for flu5b hardware GU10 fossa. Nickel alloy contacts and heat resistant, ilxt t� x� Series -----' ------ ----- Listings i >� 3'tf£t f%L#tt iy"NifXiYi#3' #.Acb�' eltiTg��3',3 i:c9aa4�tx: $.,+'rtltl'' tSli, z{i4' R,rxttr7�1;�i ttttlffl t9 CDSQ Corr Drill Square Step Star - Wiring 8750 and Certified to CANtC5A Standard 022.2 No. 9. (n'y„y`��x'+Ct�ty`#�I.,Ry,pYt��i *� Optics Suitable for indoor or outdoor use. Suitable for use in w`rty 'a� :S.' fAXi {} :iYdt4 £dtt u+YA t i Ilv�YX'iP lfi6iMi: certified to UL 1559 standard. GU _ GU10 LineVoitage r41fi16 Installation t1}ts �figg 3ii�t3tasF"t iii'k€'!„�3'#`3}Cl"s4t'.#'k'�#?sf#'#Yfi gtfdit`s'Ydl `Sk-I;i13€?xt' Wim, 03xttS`dKwtCro3teL+i9' AS1 v Q Lamp ---------- 60PAR/HSRIWFL/ r rih R,Niivv ._._ 0 - By Others ,i 150H 15OW PfvfH 00 162 1,25W), 25* Naaaw F€card 250H 25OW Pi SCALE: NTS GU 10 Line Voltage MR --- ----'-"'-"-"" 7 Pli� KESWICK HALL TYPE* L-3 CATALOG LAMt$151: ` NOTES: V AMP DATA BK No. Lamp Watts T Description - '- '--Rated Life ghrs.) Center Beam Candlepower - -Beam Angle____ ” ' Bears Type 162 25 25G€J10,%NF1.25-120V 2,000 345 25° Narrow Flood 163 35 35GU10/NFL25-120V 3,000 490 26` Narrow Flood 164 50 50GUI O/NFL25-120V 3,000 700 25' Narrow Flood CATALOG NUMBER LOGIC J i IOU] #fi3 saa a Rampt?,a t sem: Example: B CCSQ Gil 162 MIT ,'., �ET3�?l�.°';' .. - CIO �9.�FS61F3cYlL$ ,Fl� I coating, Brass components are available in powder �t'3ti#st'AC2itt?'411 .k?kT'`t'siSiLti3;Kt"zy lUlaterla! k`,�T�S3�i`7P:'l�t.;`'ffi1LtLf:'; FaeePlate I Gray Blank - Alurninurn Socket I t��f$r£'yt�_. .. -.. at1Ts��%� tl�'FIFt`tE„'�f, 3'T✓!S'�'atS�x i�#�yi5 j¢T'3'ki B - Brass brass. Countersunk holes provide for flu5b hardware GU10 fossa. Nickel alloy contacts and heat resistant, ilxt t� x� Series -----' ------ ----- Listings i >� 3'tf£t f%L#tt iy"NifXiYi#3' #.Acb�' eltiTg��3',3 i:c9aa4�tx: $.,+'rtltl'' tSli, z{i4' R,rxttr7�1;�i ttttlffl t9 CDSQ Corr Drill Square Step Star - Wiring 8750 and Certified to CANtC5A Standard 022.2 No. 9. (n'y„y`��x'+Ct�ty`#�I.,Ry,pYt��i *� Optics Suitable for indoor or outdoor use. Suitable for use in w`rty 'a� :S.' fAXi {} :iYdt4 £dtt u+YA t i Ilv�YX'iP lfi6iMi: certified to UL 1559 standard. GU _ GU10 LineVoitage r41fi16 Installation 0 Medium �figg 3ii�t3tasF"t iii'k€'!„�3'#`3}Cl"s4t'.#'k'�#?sf#'#Yfi gtfdit`s'Ydl `Sk-I;i13€?xt' Wim, 03xttS`dKwtCro3teL+i9' AS1 v Q Lamp ---------- 60PAR/HSRIWFL/ r rih R,Niivv ._._ 0 - By Others 150H 15OW PfvfH 00 162 1,25W), 25* Naaaw F€card 250H 25OW Pi 0 163 (35W), 25° Narrow Flood N 164 - f5OW), 25° Narrow F€ood 0 10 G 2400 CFlnish --------------- --.-........._.._--- _------------------------------------------ ---------- ---'--._... ......... .............. 0 Aluminum & Brass Finish Brass N 3�owa€ee'aa;m%ora€qtr Satin Winkle Machined ra4AC CN Bronze eir' 93 Polisne4` PiBi. L miticue." flf#4"T I Q) OLP White iGlossi 'w HP WHW A!LUY nLIM SAP — /� Verde VER Also available in Premium Finishes 1L ! $2e sifbrWlt'al SUR- l/139-00 roe Ncn?lulnfillisres .............................................: ........� V) N f— I V AMP DATA BK No. Lamp Watts T Description - '- '--Rated Life ghrs.) Center Beam Candlepower - -Beam Angle____ ” ' Bears Type 162 25 25G€J10,%NF1.25-120V 2,000 345 25° Narrow Flood 163 35 35GU10/NFL25-120V 3,000 490 26` Narrow Flood 164 50 50GUI O/NFL25-120V 3,000 700 25' Narrow Flood 0 40429 Brickyard Drive o Madera, CA 83636 � USA 3 18MlTTriL DATE DRAW;NG NUMBER NLIGHTING 559,438.6800 g FAX 559.438.53043 � 7-27-09 ! 511 l.4fl5m0f; J www.bklightina.com a infooebklirghting.co€n THE D0C1i;v1,E.NT CQ:N:TA:N PROPRIETARY INFORI4ATIONOF B F LIGHTWi,1NC. AND ITSRECEIPT OP.. FOS5E5510N DOES NOT CONVEY ANY -1GH»TOP.EPRODUCF, DISCLOSE FTS CONTENTS, ORTO MANUFACTURE, USE OR SELL AN'fTHiNG, IT MAY DESCRIBE. RE?R4DUCi:4ti, ri'ISY, f_CSi1RE OR te5.=_ Vs'ET+?OI;T SFE', FIC 4vR:TTEN At1T110RIZATICN CSF B -K UGHT9NG, INC. 15 STRICTLY FommE[r. a� 3 BK 'STEP STAR' WALL LIGHT - LIGHT 'L3' n L2.03 SCALE: NTS i i (D 0 V*)i (Y*) 0 0 U 0 0 U Cll O N 0 0 tb r ,4 ,1V .. r tt 9 f i t, distribution and long forward throw, J r''I v� QW. .ifct3}i:i��. WWI rtra`; £ � t : �SiTr 'Fk7ii;FtF3 f'r ' 51 i (v #fi3 saa a Rampt?,a t sem: 3aY`a �ikt?i'�i3� 1�i r��ti#f�aur�a c�.sS�t ,'., �ET3�?l�.°';' .. - CIO �9.�FS61F3cYlL$ ,Fl� (`7 coating, Brass components are available in powder 0 40429 Brickyard Drive o Madera, CA 83636 � USA 3 18MlTTriL DATE DRAW;NG NUMBER NLIGHTING 559,438.6800 g FAX 559.438.53043 � 7-27-09 ! 511 l.4fl5m0f; J www.bklightina.com a infooebklirghting.co€n THE D0C1i;v1,E.NT CQ:N:TA:N PROPRIETARY INFORI4ATIONOF B F LIGHTWi,1NC. AND ITSRECEIPT OP.. FOS5E5510N DOES NOT CONVEY ANY -1GH»TOP.EPRODUCF, DISCLOSE FTS CONTENTS, ORTO MANUFACTURE, USE OR SELL AN'fTHiNG, IT MAY DESCRIBE. RE?R4DUCi:4ti, ri'ISY, f_CSi1RE OR te5.=_ Vs'ET+?OI;T SFE', FIC 4vR:TTEN At1T110RIZATICN CSF B -K UGHT9NG, INC. 15 STRICTLY FommE[r. a� 3 BK 'STEP STAR' WALL LIGHT - LIGHT 'L3' n L2.03 SCALE: NTS i i (D 0 V*)i (Y*) 0 0 U 0 0 U Cll O N 0 0 tb r ,4 ,1V .. r tt 9 f i t, CSU 10 Liao Voltage MR 16 21/4" Dia q. . KESWICK HALL 3 T� -3-- - -- ---- FACEPLATE DETAIL 1 15/811 5" square �1 — 3 S/16" O,C. I i i 1 Care Drib Lens Finish Allows for mounting into existing structures that will Heat treated rectilinear lens provides wide lateral StarGuard' (Pat. Pend.), an environmentally friendly not easily accept a standard box. Machined from distribution and long forward throw, 15 sage chromate -free process cleans and r''I v� QW. .ifct3}i:i��. WWI rtra`; £ � t : �SiTr 'Fk7ii;FtF3 f'r ' 51 i �a,b3?4i€ €�A€�u�r*$�aRff €l t t ill's, i # ,��?1 -fs Y M. w #fi3 saa a Rampt?,a t sem: 3aY`a �ikt?i'�i3� 1�i r��ti#f�aur�a c�.sS�t ,'., �ET3�?l�.°';' .. - 3tt+�s�rt�ai#Et# Ct3atflt�-��t'tf�'.tvirz�i�prrrs��t �S5'37 ��ir��s �9.�FS61F3cYlL$ ,Fl� . coating, Brass components are available in powder �t'3ti#st'AC2itt?'411 .k?kT'`t'siSiLti3;Kt"zy :�`. k`,�T�S3�i`7P:'l�t.;`'ffi1LtLf:'; FaeePlate I Gray C.00ver-freer cast aluminum construction with Socket Warranty t��f$r£'yt�_. .. -.. at1Ts��%� tl�'FIFt`tE„'�f, 3'T✓!S'�'atS�x i�#�yi5 j¢T'3'ki ��'i�fTt�t ��: brass. Countersunk holes provide for flu5b hardware GU10 fossa. Nickel alloy contacts and heat resistant, ilxt t� x� t? 3#rar"€ PR� , rfirn.rx€d Listings >� 3'tf£t f%L#tt iy"NifXiYi#3' #.Acb�' eltiTg��3',3 i:c9aa4�tx: $.,+'rtltl'' tSli, z{i4' R,rxttr7�1;�i ttttlffl t9 Lamp Wiring 8750 and Certified to CANtC5A Standard 022.2 No. 9. (n'y„y`��x'+Ct�ty`#�I.,Ry,pYt��i *� Teflon; coated vvlre, 18AWG, 600V, 2.50° C rated and Suitable for indoor or outdoor use. Suitable for use in w`rty 'a� :S.' fAXi {} :iYdt4 £dtt u+YA t i Ilv�YX'iP lfi6iMi: certified to UL 1559 standard. wet locations, Installation 0 Medium �figg 3ii�t3tasF"t iii'k€'!„�3'#`3}Cl"s4t'.#'k'�#?sf#'#Yfi gtfdit`s'Ydl `Sk-I;i13€?xt' Wim, 03xttS`dKwtCro3teL+i9' AS1 v into non-combustible materials. 4 Ll 60PAR/HSRIWFL/ r rih R,Niivv '•y.lKY#Z'WWW f:$' fY,w#9yX+:iK 150H 15OW PfvfH lc5o INITIALLLiiv;Fy s 250H 25OW Pi Voltage E 120V "Vi 0 10 G 2400 H 277V ``S,��F��§if{y�yy,,..55,�� PR4!�?'fY'?Y?di tC 347V CSU 10 Liao Voltage MR 16 21/4" Dia q. . KESWICK HALL 3 T� -3-- - -- ---- FACEPLATE DETAIL 1 15/811 5" square �1 — 3 S/16" O,C. I i i 1 Care Drib Lens Finish Allows for mounting into existing structures that will Heat treated rectilinear lens provides wide lateral StarGuard' (Pat. Pend.), an environmentally friendly not easily accept a standard box. Machined from distribution and long forward throw, 15 sage chromate -free process cleans and solid, copper-frae aluminum. Weather -tight cable T Top Alm ronversion coats aluminum components prior to connector with �T' cable. 2-1/2" dla, hole required Aiming & Control application of Class 'A' TGIC polyester powder for slip fit. 90` optical cutoff for mounting heights well below coating, Brass components are available in powder typical visual glare angles. coat or handcrafted :natal finish. FaeePlate I Gray C.00ver-freer cast aluminum construction with Socket Warranty machined finish. Also available in solid machined specification grade, ceramic body, lamp holder. 5 year limited warranty. brass. Countersunk holes provide for flu5b hardware GU10 fossa. Nickel alloy contacts and heat resistant, mounting, spring loaded, stainless steel lamp retaining clips. Listings 4 Type IV ETL Listed to ANSIML Standard 1838 and UL Subject Lamp Wiring 8750 and Certified to CANtC5A Standard 022.2 No. 9. For use with bl-pin GU1 e line voltage lamps, Teflon; coated vvlre, 18AWG, 600V, 2.50° C rated and Suitable for indoor or outdoor use. Suitable for use in Photo Control certified to UL 1559 standard. wet locations, Installation 0 Medium �figg For use with 50 watt maximum lamp when installed G Mogul AS1 v into non-combustible materials. 1505 150W HPS 60PAR/HSRIWFL/ 2505 25OW HPS 'Tea., isaregl�Fe; e9 trademarkelDUYraPC�rN.,r.<<?iu+r, 443429 Brickyard Drive e Madera, CA 93e36 e USA SUBMITTAL C ATE TDRAWING NUMBERI 559:438,5800 o FA, `4 559.4 48.5900SUB-1485-00 wwvr.bklighting.com < info@bi €ighting,com 7-27-09 SUB 1485 00 4" CF 5 -T -A -GF -V -N -moi -!NC -E Large Pima (CFS) specification Sheet Ordering Guide Example: C F5 T A 1 2 N D 1508 l Product Code CF5 Large Pima 1 03.26.18 Mounting T Top Alm SITE PLAN Finish A Black 8 White H Bronze I Gray J Green Lens GF Fiat Glass Optics 2 Type Il 3 Type III 4 Type IV 5 Type v1 V Type V Vertical 1 Photo Control N None Socket 0 Medium G Mogul Wattage 1505 150W HPS 60PAR/HSRIWFL/ 2505 25OW HPS °2 150H 15OW PfvfH lc5o INITIALLLiiv;Fy s 250H 25OW Pi Voltage E 120V F 208V G 2400 H 277V tC 347V `1 Vertical lamp (V), Medium base (D) only with Flat Glass. Glass sag lens used with Vertical Mogul base (G) lamping. `2 Available with Mogul base (G) socket only. HOUSING: 413F, Low -Copper cast aluminum, 6.090" thick spun aluminum, Easy access to lamp. Two (2) stainless steel l --turn fasteners secure the lens frame. A weatherproof ballast assembly isolates the ballast from water and heat for longer life. All non-ferrous fasteners prevent corrosion and ensure longer life. FINISH: Thermoset polyester powdercoat is electrostatically applied after a five -stage conversion cleaning process and bonded by heat fusion thermosetting. Laboratory tested for superior weatherability and fade resistance in accordance with ASTM B-117-64 and ANSI/ASTM G53-77 specifications. For larger projects where a custom color is required; contact the factory for more information. OPTICAL ASSEMBLY: Type it Cutoff, Type Ill Cutoff, Type IV Cutch, Type V Cutoff. Type V Cutoff (Vertical Lamp). Precision formed, segmented speouiar aluminum internal cutoff reflector with horizontal lamp mounting. Reflector is rotatable in 90' increments. Clear tempered flat glass lens. LAMPING: MH and HPS /Medium base: E17. Iiand 250W HPS Mogul base: Ei728, HPS Mogul bass: E23.5. ELECTRICAL ASSEMBLY: Ballast assemblies are mounted to an aluminum plate or spinning, which is mounted inside the ballast housing, 4kv rated medium base porcelain socket, Nickel -plated screw shell with center contact. 41 rated mogul base porcelain socket. Nickell -plated screw shell with center contact. BALLAST: All HID ballasts are core and coil and regulated with power factors better than 90% (HPF). Ballast provides +/- 5`',10 larnp power regulation with +/- 10% input voltage regulation. Ballasts are factory pre -wired and tested. Metal halide ballasts are capable of starting at -20° F or -30° C and i at -40"F or -40°C, NOTE: All ballasts are EISA t Title 20 / Title 24 compliant where applicable. MOUNTING: Top Arm Mount (T). Arm sold separately. Mounting adapter welded to fixture housing, CERTIFICATIONS: ISO 90€31 °2000 Registered Page 1 of 2 Note: Hadco reserves the right to modify the above details to reflect changes in the cost of materials and/or production and/or design without prior notice 100 Craftway Littiestown, PA 17340 tel(717) 359-7131 fax (717) 359-9289 www.hadco.com Copyright 2003 Philips 4 HADCO PIMA ON CUSTOM TIMBER POST - LIGHT 'L* 1_2.03 SCALE: NTS Natural Finish LPLI C"enlinela Type: Cat. #: LPLI -Te.>a->T, LPLI"Centineli The Centine/a is a stylish, low energy LEL) path light. Its contemporary design and slim profile allow it to blend scamlossly into the surrounding landscape. The C?entinela is built with a state ofthe art. LEIS light source and internal voltage regulating driver assembly delivering superior performance, long, lino and low maintenance in anv environment. The Cenfinela top is machined from a solid piece of 3.50" c3600 grass attached to a heap copper riser with stainless hardware, /'his quality construction and careful engineering allows the C'entin d- to be used successftally in harsh environments such as coastal applications. Proudly manufactured. in the USIA and backed by taus lifetime warr:�nty, the°, C'en inela has no equal. Specifications Light Source; High -brightness LED (light emitting diode) LEIS Life (L70): 50,000 hours average Input voltage: 5 to 15 v. AC or DC Current Dating: ' 00ma (0.70 Amps) Watts: 2.5 w Color Temperature?: 2900 CCT (K) 'Typical 12 T �_ 3 1/2" REMOTE s9= TRANSFORMER REt UHl ED €, 11 PL (Pathfig tt) I (Series) Mount Options Finish [112] 1/2" IVIALE THREAD NATLIRAL [G/S] GROUND STAKE *INCLUDED 1]i 1 ONNZE L:IVENG PATINA [T/r] r 1I 14NT SPIKE C„ 9" OR 12" [P/S] POWER STAKE 120x, -12V 'AF I Y : P/S T/R 4`G/S 1r2" JUL 09 Ina ecmh.uing pn-xJ.urt sn:pro-wmrt prop m, tamrali t rescrxcs tri right to modify pimirct speriiieation:v wi4frout noti.ficeiou. Congvrht _1007:ktu'otvligLt, ha.. 19 49. 2 AURORALIGHT ICENTINELLA' PATH LIGHT - LIGHT 'L2' L2.03 SCALE: NTS NELSON B Y R D !1�! I III, WOLTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 03.26.18 SITE PLAN 2 07.27.18 SITE PLAN 3 09.21.18 SITE PLAN STAMP PROJECT NAME KESWICK HALL LAN DSCAP A L B E M A R L E COUNTY, VIRGINIA SITE PLAN PHASE 1 AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE SITE LIGHTING DETAILS DATE: JULY 27, 2018 SCALE: AS SHOWN DRAWING NUMBER L2,003 �-- - ---- - r .." : MICRO NITE STAR"' I i i � I I 11 : , � I t j i � 1: �_ RING MOUNT - i tf�' - _______��J ---�-��--,-,-,-��----�-�� "n' --11111", ..... ..... � ... ' : i � F, U : PROJECT: . : � i I I : t ' . - - ------------- - - ----------- __ ----.._- : I _--- _______ ------------------- ='='::= ! i TYPE: I ! - i i ! i i CATALOG i : NUMBER: i ; i 1 SOURCEs ! 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LED Type --------------------------- - - ----------- --- - ------ - ----------------- ------------- - - ---------------------- ! i t 07 - 8wlL0/4K I i [ ;; ii /Amba, !1L, =1111111� sat- -LED : I � i i oprics, --�------ ------------ - ---------- � � ... � � i - 1 _7-7 --------- -------- - -- - - - ----------- - - - ------------ - --- - ---- - ------------- I'll. - . I . st, �'.p-'l �f..'��c' ffi'o�j�o'] NRL , 1.�,r�-�l,.,s�.,,�,,73�,,,,,Is,t�'I'�.,�.'�� ...... ... -1 .. ----- _ - ............ ... ........ :'_ ---- � ... = : ��j � Finish ------------- - - ------ I ' Aluminum Finish Brass Finish : P'erwhio"Fini'la I i I � .................... I .............. - ... � ...... � __ _ .... ....... ....... I ,- - -- ............. � ........ .. ... . 1111 . I - 1,11, ... �ll,�1.11.1""..,.,..,..,.,.....� : I . - - - . Tlawr"�(r'a""ni_' : Sayer:W'r'rw' � I "_:�r" k4' AN, "i'l--a-'N",�t.." : Kirro �..,,,,,,��".c"..,.,-",.,..,."i� I AXis �"� I �-." . __ . !.!__ ... " ... ........ 1 � : ..... .. - ................... ... - ... � - � i ; : i ! - � "I'll'' "I'll" 11 "I . is;'es � : I . . ; ;'.$'�""'� , , , � . . V"'_ . '& : ,;,air � : i MA, , � " " ", ';i'�, : 01 <-"I", I $06, S:�z�.�,,,.,3',�,,,-,..�,�ly,�..�I . , �u_a�' _"". '?. " . . . . I .... ''I"........ ... -.--1 � . . � 1-1111 .... 11.1111, ........ , ...... - ... � ................................. � ................................ I'll'.., .... 1".. I . - I E�!"% . I - . .... .................... �� AQ10 "��"" "an"O' : Kw �.�"'�'�� I - -"� . "I" I ro ", i _ I 'Wv .""r,"i'�."n"e, .....ac .............................. ......... � ... � ..... ; ...... : ...... : � . I : , . , ,." . � ...... : ................................................................................. .............. . . . I . I . � *-'v�s�., it'l� . . i � KM :: , F�ty ;.,�,o� : I WKP : vNi : : _'c'�_'�r '�' : . , I - : 'Wq l�'i�_ '3��" : I I � Ili . I . ... __ ................................................. I—— .... I ........ � ................... 11.1..1. 1 � . 1111- T ....... "' ' " ' . . ! I a"P ; .... : 01E s�'K;' : I , : : _'� : W$ cls''�_"::.'�o�le"e' , w0 vv�A%i'�' ':"�iv't : I : - I : � . ...................................................... ............... : ................ . . I - .................................. : ............... I I .................................................. ................... ; � I ; � I I : � �. : - : viaA, , � W -",'��'�"i":�' :: Rip NX "': B ...... �u'�! : WA ,,,,, 1'lae��"Iilifbl : I � . �'. " ..... . . . ................ : � ; � 13::.............0'.."�' : ... ... . ... . ...................................................... - ............... ; ............ ; ......... ;;.;;. ........... . ...� Lens_____ t i � � TnE__71�1h, _�'_':' --il;1 ___7____ 1"F1 - RectrinvirlLem : t : ! : ! 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I ,DRIVER DATA lroul Volts: riRush Current :� Oimrnabre Ciaotatian 8rr brert Temperature � : : t I � : 121-1-A--Q---1-D--C----5--0--JU---ILs.'.....< .1 .A .. ;nor, dimmod) �l�99q�9L��9�2�lner _i01F_1301F -------------_-,..��.!----------------------------------__............1-------- ------------------j LM79 DATA I L70 DATA . *OPTICAL DATA I I , " I irrpv�'Yifatba Minimum Ristod Lfto (hm.l, : I I . , I Y.1* 'N ......... _ ...... j�'1�117]fE'_ ----------- �.-��-.iT�"p��.�..��.��.�,�..M!,Ia. , rw � ....... AtIm'.1 ............... ::Ag'�.O: ... _._;M9Ai.!!lNiWP'�' 1111.#?.. ��' A� '� .1 ---------- ------ 79a'�Iui:ttiluqs�Ll' __ z ..' I : 6'�'? 1270KAK 8.2 III I �Ii�':!)�X' . �siabq F. lt.��,R"�"; rx'q __j� -- - ------ - _310f)a'13 -,-""- _Wi i- .*K)�Ivy' . �4k-zriita�flb�xl �1111 " Y�."�111r, I,. . , � ..... . ..... I ..... � ..... ........ � .................................... ....... ------- � ..................... � .................... ____ ..... � ....... � ---------------- � ------ �1[ � �Ilnclw Ili � 9"'�us nor -------- L-.1-11-- ....... _ -1 -- 1.01 181r, - .. I 1111.,_......._.:._....._......._... f" : A,vbir:wr t!fo r, �,A, W - ---- - __ ___ - ---------- � --- _ _ �� L -- ----- ' , - .- ------------------ -- -- ... ......... �_ : --- -------- - :--Z"'.-�"�:: . ... ... _ I : ,V.X"`- efre�aaul fk,xe, � iYee,11. r:A,Wiii',:30' I U'. . : rah .�.E"'13T,' i �:__.r�'-"'�� , , i, i ' - ------------ ... 1- I., �' .1-."'.. : � . t : . 01. ., � ?O , 1 'Ur? 21 764A � I LIGHTING I ."'ff',et�lp, :;1 �,, , ,,' 6�-,'� gs �rat 1 (i '� �- i 5 :S ��""A�i'�� cs�' - ��,.'i��f��,�,.��"",�4."",5" : 4 - - I ----------- ----------------------------------- --- - - - - - - - - ------ - ----------------------- ___ ------ � --- - -------- �` - - ---------------------- ___ ... -------- Tki s DX2UPAEIJ CONWuNs FROM-- ARY 01101,10"M.'i 01 3-K U15"TING, INC. AND 75 RFOU'r Olt Pass � SION Oo, NOTCONV.1f AW RIGHTS To FZIRO[it; I FASO.'sE .'s CONMITc OR TO KINIVIA,,'RE, VSE OR s� � A'_4y_.iaNG 17 , AY I .1 .. 'i - a IUCHI'a- 7,,ORL!!; - POKOWn(Al.�,� OLOStReMsHin�M1 SFE-'tr1coffzMCN�1U I 1-��'l�CIPBKLIG�Yl,'4G,��4�,($5fP,Y--fL'FC.�'��DD",. EC)PIT, I .. - .D WITH POVNI ER. FEED AND RING MOUNT SAFETY � LCA BLE ------------------- ------------ ----- - - -- - ------ --- - Mounting Options (ronr9RR,p,i,,izir,,, I I "I -1 I..'', .I I I . 40429 Bric4ard Drive. .- Miiiidera CA 93636,,� USA %9.08.5800 -1:FA)(6i5438.59,00 1 ACCessOrTir's *�m1fgP:e,,a,ri,,;cr,'y) � I a Ak' 0.0l M 'W ff.----% rkfm--," , Rmnpt�� rriiosfaab)T, . : I ' �/ - . s. _' : , �� I s' - I.: ...I'-,- Construction . ii+ i . �1 i Lons : I V: N - - --------------------------- ---- ------------- - - - --------- : I . - �i�" �' i§!sMy. � 0) I 11; .�lil�'It";�'I'�,�,i-;Ii�,�,�.�it.��l-fi��T.,.�, - ' """'. " --- '_ ...... . .... � ... ........ __ ...... ___ ... -1----__ .......... _ ..... ............... . ...... cs�'�_ 1111-: S,i:�N if-: �zq�i;' 11'i"."L": "r',-ieit."_. -- SPECIFICATIONS � I I . I .. I I 50i ftfmax - F'MV 35 MR 11 I 1 I GreensiNurce Initlethm- Lens Wirmg clatal ,and packaging component; are made frorn recycled Shark resistant, terfoered, class lens is factory adhered Outdoor ratec, 1EGa' 3v11' 60'C rated and terrified to UL inatebals. Manufactured using renerrable solar energy, to fixture cap and protides hermetically sirsaled optical 1338s,andard,Ar,t3-Sip{•,)-,iVolve(ASV"prevenls',,,,,Ick3t)g' produced on sate. Returnable to manufacturer at end of fife compartment, Specify soft focus (sl Ti or rectilinear (s'13) through conductor insulation, to ensure cradle,w-cradlis handing. packaging contains lens. , - SW -NFL 5Watt 'Q cidcroijorricaFlocals, (CFCs). Use of this Product may , m ��'__'�.% ..................... ....... ,,.,,,,.�..:....,.,,.....,..,.,.",.."".,.""", 320"'I .11,111, ...... .. -, ........ _'_- - ... ..... �__ - "I'll" ...... Hardware qualify for GloacjSource effica(v And r9cyciinlil rebate(s). BK55V Tamper-resistant, starnlsss steel hardware. Consult Wghthgxc ...... I ' program 6'sen"urce tar Integrated ed i4l; system with'is technoioqy is scalable ic �' r3U5J.MR16:LED recruuzmemu. I NXra'_!rre� - � with elecurl'ao quack for � -. il de held . lot. a, ", Finish °-I discon:,ects permit field .rainu,niance. High power, Stan,vard-, our exclusive RoRs com.plarit, is stage Materials fovard shuyiv source compiles with ANSI 0715,377 binning (hromate-foe pruners cleans and conversion coals Burnishedmished in Couper -Free Aluminum (Type -5u6l:T6) of Nents, zNf�JsP','�R(Y�TAR'Ii,x.en nahitenaPtc requirements. : Puminumoorp'nentsalN; rtoaPPlJcathnOfC1ass'YTGrC Brass (Type 36y,' Nsqutcnment5.LMIOcerti.ladcomponents. polyester ,owdier c"aino- Brass compon,arts are available I I . - - 7W -FL 7:Vqattt, I , , flood 4V I I an poi coat or handcrafted .eta: finish. Body Intogral, constant current driver. lVAC'iRUC input. - 111.11 7VIVatt r131 ly machria,c] from acid billet, d0bodycrEsign proAdes ee achieves poover 50,'60H�. Propriltary input coorrol schrn " Warranty end 'osed, oati,r-proof wireway and integral hent .sink for factor correction and ellaiinmes inrush cuoeirz. Outrul, 5 year ignited "'Jananty, maximum "opiptinerit lific, High temperature, sihoorie,C), 0 � '39�' oxen -circuit, and short circuit protected. I of , . er I I I I . , I -for 12 Volt fixture onl * This acciessory I ,y., Ring provides water -tight seal. M11b current rmted to OA in- dimmirg). Co4crurs; to Certification and Listing C6 Safety Sid. (22,2 No. 25(7.73-37.. ;TL tested to IISNA U,1,79, Lighting Facts Ra"i5trailon per Mounting Ring 525 IM USDOE (v7u,sv,!igilKir.gfxt;.cotii), F'L UsosIT to AN5111UL )A' iIDblack, o,,dde stainless steel mounting ring allows ', Line dimmabic. For use wth low voltage dimmer 'with standard 1836 arid UL Standard 8750. (arolfiel to CAW fol cable ,,, hook mounting. Machirip" aluminum endcap dedicated neutral conductor. MinirnO 25 watt load CSA Standard C22.i Mo. 9, CSA TEL B-589. RcHs compliant. in black anodize finish for maximum couci resistance required for dimming. Suitable for indoor or outdoor use. Su able for _se IN .et . potted ardi.k.lel V 0.11y"au:16 fiienclosw�'witill"Ay 12 'C" i I ' ' ' 1 I locaboro. P66 lited. Mail USA. LED cc '?� " Atace cable connectors. S' or 25, 1 ", 2 wire CiPtl- I Front fixture body to fadirtare s"e ... al �'�e ao'�: Fixture lnteichangeabl� OP -947 1110i perNiR field Oany".' -�wy 4) -�* ROHS* tliroiilyi .. W is suslocnded by 11,12' shind stainless steel 'afetly ,abiz F to Optical distribution. Color -coded for eferericE� I M cfWX_ e, N. , wilb. Oval size-, Soot ;SP) - Green. Narrow Flood (NFIJ --� Yellow. Flood ......... . ',ilarft'T'llo�,hfle,(,uCjOOi':1) I ifi) --- rllue. _'9X S" a o 'eVR..' .o' 'k of.,; N';.7 st'i,' .... :'i Cap (D 1.'.x.q_'.'i. Fully machinscl. Accommodates [Ii lens or l•ouver me -Ila, Remote Tirans.furnsip, I Choow cram 45' cutofl ('D;), 1" deep buielwidi 90'cutof ',or ,)fie "viih I IVAC - n�PPL.ie roe Trarl5forriner or ,. , , - 8W.'s.1i :8 )Natt' ('El or flush lens V0 ca. style,. - -_ macnetic transformers onfy� 9 K Lighting csnrmt guano -fee - ' Q) . it - former'. t n? c performance w; h thi;d party niamiltictureis' ral - -'.', ..-------- ---------------:6-1,�,T";-----I-- I I!, v.� F"':1 -k 'rw.!'ri:-'a� " P'raoo�o' CA�,?""' """" morrfl V11hile 0-CO"i V I I(°11 "I I'll.., I "e"-1 :I Iii Ft 5-67YP. BRIDGE WIDTH 9 BOARDWALK SECTION SCALE I"= 1'-0" 9 CD c6 3 CN 6 CN Q) -0 E (D V) 7D rn (D ZT) LO 0 N I n Q) FD V) U r) CD 1-� (D r) -q— J (D n C) I-' 10 CD 00 RA 'OSS MEMBERS WITH SIZED TOP FLANGE RS EACH END AT 4'-0" O.C. ICK GALV. STEEL BAR \DA COMPLIANT #GCM -1 -125 IICHOLS OR EQUIV. R110491=10, NTING LUG AS PER MANUF. 0 ATTACH TO WOOD BEAM Y4"x3" SS WOOD SCREWS BEAM* �IZED OR STAINLESS \APSON CC COLUMN INTO PIER (OR EQUIV.) ETE PIER ETE FOOTING ,CTED SUBGRADE SCALE I" = I' -T 40 MIL. BLACK EPDM STRIP, CUT EDGE CLEAN (2) Y4" x4" SS SCREWS CONNECTING CURB MEMBERS TOGETHER ON BOTH SIDES (2) 2x10 BAND BOARDS 4x4x1ZIPE CURB, DO NOT STAIN EASE ALL EXPOSED IPE EDGES Y2 W/IPE WOOD PLUG WOOD GLUE IN PLACE 1-1 /4" THICK SALV. STEEL BAR GRATE ADA COMPLIANT BY MCNICHOLS OR EQUIV. (2) 2x10 PPT BOARDS SS ANGLE IRONS 4x10x5'-4" PPT SILL PLATE CENTER BELOW BRIDGE CONCRETE CURB (4) 3/4"x12" SS ANCHOR BOLT 18" O.C. REINFORCED CONCRETE FOOTING W/#4 REBAR 12" O.C. COMPACTED AGGREGATE - -- --- COMPACTED SUBGRADE 1. ALL PRESSURE TREATED WOOD TO BE ACQ #2.40 PCF FOR GROUND CONTACT (OR EQUIVALENT). 2. STAIN ALL EXPOSED SIDES WITH CABOT DECKING SEMI TRANSPARENT WOOD COLOR: "PACIFICA" (LIGHT GRAY) OR EQUIV. 3. *(3) 2X10 BEAMS TO BE NAILED TOGETHER FROM INSIDE FACE SO THAT NONE OF THE NAILS ARE VISIBLE ON THE OUTSIDE FACE. NAILS TO BE EVENLY SPACED IN VERTICAL LINES ON INSIDE FACE OF BEAMS. *IPE TO BE CLEAN # 1 FREE OF KNOTS, CRACKS AND DENTS. NELSON B Y R D'' WOLTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwia.com NO. Date Issues/Revisions 1 03.26.18 SITE PLAN 2 07.27.18 SITE PLAN 3 09.21.18 SITE PLAN STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A SITE PLAN I PHASE I AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE BOARDWAL DETAILS I DATE: JULY 27, 2018 SCALE: AS SHOWN DRAWING NUMBER L2.05 Zm NO NOTE: SEE TYPICAL GUARDRAIL TYPE I DETAIL 6/1-5.03 FOR ADDITIONAL INFORMATION 31-111 31- 1 " SCALE I"= 1'-0" X-4 COATED PAINTED STEEL HANDRAIL COLORED CONCRETE PAVING ■ 5/8" x 2)/2" STEEL BAR STOCK HANDRAIL, FOR STEP-DOWN CONDITION SEE 4/1-5.43 5/8" x 2" STEEL BAR STOCK RAIL 1 "' 0 (O.D. 1.66") STEEL POST 2 5 5 /811 X /8" STEEL BAR STOCK PICKET 5/8" x 2" STEEL BAR STOCK RAIL Y4" x 4" x 4" STEEL FLANGE TO COVER GROUT WELDED IN PLACE ONCE GROUT HAS SET FINISH GRADE #4 REBAR AT 1'-4" O.C., BOTH WAYS )/2" RADIUS, TYP. CONCRETE CHEEK WALL BEYOND #4 COATED REBAR AT 12" O.C. #5 COATED REBAR, CONTINUOUS STAIR SECTION SCALE V= 1'-0" 0 NELSON E/011 B Y R D F00111"', WOLTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwia.com NO. Date Issues/Revisions 1 03.26.18 SITE PLAN 2 07.27.18 SITE PLAN 3 09.21.18 SITE PLAN STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A SITE PLAN I PHASE I AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE SITE RAILING DETAILS DATE: JULY 27, 2018 SCALE: AS SHOWN DRAWING NUMBER LEGEND 0 0 0 EXISTING TREE TO REMAIN EXISTING LARGE OAK TO REMAIN (7PROPOSED TREE HEDGE VEGETATED SCREEN - 4,014 SF TOTAL BIORETENTION PLANTING - FACILITY 2, 2000 SF; FACILITY 3, 1300 SF; FACILITY 4, 1100 SF BUILDING GARDENS, ENTRY FEATURES, AND COURTYARD PLANTING - 39,031 SF TOTAL C) 00 MA 0 25' 50' 1001 NELSON B Y R Dl!'Iffilm WOLTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 03.26.18 SITE PLAN 2 07.27.18 SITE PLAN 3 09.21.18 SITE PLAN STAMP PROJECT NAME ALBEMARLE COUNTY, VIRGINIA SITE PLAN I PHASE I AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE PLANTING KEY PLAN DATE: JULY 27, 2018 SCALE: 1" = 50'-0" DRAWING NUMBER L3,000 NELSON B Y R D � WOL'f TZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 03.26.18 SITE PLAN 2 07.27.18 SITE PLAN 3 09.21.18 SITE PLAN STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A SITE PLAN I PHASE I AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE ,w'LANTING ��NLARGEMENT PLAN DATE: JULY 27, 2018 SCALE: 1" = 20'-0" DRAWING NUMBER L3.10 m NELSON B Y R D WOLTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 03.26.18 SITE PLAN 2 07.27.18 SITE PLAN 3 09.21.18 SITE PLAN STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A SITE PLAN I PHASE 1 AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE PLANTING ENLARGEMENT PLANS DATE: JULY 27, 2018 SCALE: 1" = 20'-0" DRAWING NUMBER NELSON 11/01111 m B Y R D Pill 0 WOLTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 03.26.18 SITE PLAN 2 07.27.18 SITE PLAN 3 09.21.18 SITE PLAN STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A SITE PLAN I PHASE I AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE L w mm DATE: JULY 27, 2018 SCALE: I " = 20'-0" DRAWING NUMBER V) ....... MKI- , - V NELSON B Y R D'mm WOLTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 03.26.18 SITE PLAN 2 07.27.18 SITE PLAN 3 09.21.18 SITE PLAN STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A SITE PLAN I PHASE I AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE PLANTING ENLARGEMENT PLANS DATE: JULY 27, 2018 SCALE: 1" = 20'-0" DRAWING NUMBER Am 7 F- UUU13LL�1A,(3(3LKLL) & Jr/\ULU IU U. U. • 00 0 CN C5 0 0 ( 0 , 6) VIBURNUM RHYTIDOPHYLLUMDOUBLE STAGGERED &SPACED 10 O.C. V) LAUNDRY AND DING MAINTENANCE BUIL (40) VIBURNUM RHYTIDOPHYLLUM, DOUBLE STAGGERED &SPACED 10 O.C. 100 'BUFFER -7 ... .. .. E (D V (7 0 ... . ...... 0 LO • EXISTING VEGETATION V) RETAINED n Ln V) n J 0) n (7 U 0 r) CD 0 101 201 40�, co NELSON B Y R D WOLTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 03.26.18 SITE PLAN 2 07.27.18 SITE PLAN 3 09.21.18 SITE PLAN STAMP PROJECT NAME KES\A/ICK HALL If V LANDSCAPE ALBEMARLE COUNTY, VIRGINIA SITE PLAN I PHASE I AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE PLANTING ENLARGEMENT PLANS DATE: JULY 27, 2018 SCALE: 1" = 20'-0" DRAWING NUMBER L3.50 SEE PLANT LISTS FOR SPACING PERENNIAL AND GROUNDCOVER PLANTING DETAIL SCALE: 1/4" = l'-0" FINISHED GRADE 2" DOUBLE -SHREDDED HARDWOOD MULCH EXCAVATE & TILL SOIL TO 12" MIN DEPTH & AMEND NATIVE SOIL W/ 25% DECOMPOSED ORGANIC COMPOST 3" DOUBLE SHREDDED HARDWOOD MULCH ROUGHEN SIDES OF PLANTING HOLE REMOVE ALL WIRE & STRING FROM ROOTBALL AND ALL BURLAP FROM TOP 2/ OF ROOTBALL NATIVE BACKFILL SOIL AMENDED WITH 15% DECOMPOSED ORGANIC COMPOST 2 B & B SHRUB PLANTING DETAIL L3.60 SCALE: 1/2" = 1'-0" 12" WIDTH FOR GROUNDCOVERS, 18" WIDTH FOR SMALL SHRUBS 24" WIDTH FOR LARGE SHRUBS ARRAY PLANTINGS IN OFFSET GRID AS SHOWN IF NOT OTHERWISE SHOWN ON PLANTING PLAN PLANT BED LO 4 CURB OR EDGE OF PAVEMENT 06 0 N r4_� PERENNIAL AND GROUNDCOVER PLANTING LAYOUT �L3.60 J SCALE: 1/2" = 1'-0" a� V) L D n C) J 0 ALBEMARLE COUNTY LANDSCAPE REQUIREMENTS I i a� a� CIO I co 0 i /< V i 0 0 I 2"x2"x6' MIN. HARDWOOD STAKES. USE 2 STAKES PER TREE AND SET OUTSIDE ROOT PACKAGE 2"-3" DOUBLE SHREDDED HARDWOOD MULCH, TAPER AT TRUNK. MULCH TO WITHIN 2" OF TRUNK IN PLANTING AREAS. REMOVE ALL WIRE & STRING FROM ROOTBALL AND ALL BURLAP FROM TOP 2/ OF ROOTBALL NATIVE BACKFILL SOIL AMENDED WITH 150 ORGANIC COMPOST COMPACT SUBSOIL .� TO FORM PEDESTAL TO PREVENT SETTLING TREE PLANTING DETAIL 1_3.60 SCALE: 1/2 = 1'-0" ORDINANCE REQUIREMENT RATIO CALCULATION REQUIRED QUANTITY EXISTING QUANTITY PROPOSED QUANTITY 32.7.9.6 LANDSCAPING WITHIN 5% OF PAVED PARKING AND PAVED AREA = 65,345 SF 3,268 SF 9,429 SF A PARKING LOT VEHICULAR AREA + ONE (1) LARGE 0.05 * 65,345 SF = LANDSCAPING AREA LANDSCAPING AREA OR MEDIUM TREE PER TEN (10) 3,268 SF WITH TREES OR SHRUBS WITH TREES OR SHRUBS PARKING SPACES I * (187 SPACES/ 10) = 19 TREES 53 TREES 43 TREES 19 TREES 32.7.9.8 TREE CANOPY CANOPY EQUAL TO TEN (10) 472,944 SF GROSS SITE* 0.1 = 47,294 SF 13,088 SF EXISTING 60,320 SF TOTAL PERCENT OF GROSS SITE ACREAGE 47,294 SF CANOPY RETAINED (13,088 SF EXISTING + 47,232 SF PROPOSED) d' CD NOTE: v PAVED AREA AND GROSS SITE ACREAGES REFER TO AREAS WITHIN THE LIMITS OF DISTURBANCE 0 SEE L3.61 FOR ADDITIONAL CANOPY COVERAGE CALCULATION INFORMATION. U a� 0 _ 2L I s 7 ALBEMARLE COUNTY LANDSCAPE REQUIREMENTS L3.60 SCALE: NTS i z SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING FINISH GRADE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION PREPARE SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING WEBBED STRAPPING, ARBORTIE OR APPROVED EQUIV., LOOPED TO TRUNK. (2) PER TREE. NAIL OR STAPLE TO STAKE. SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING FINISH GRADE ROUGHEN SIDES OF PLANTING HOLE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION DRIVE STAKES 6" TO 1'-0" INTO UNDISTURBED SOIL BELOW ROOTBALL 3" DOUBLE SHREDDED HARDWOOD MULCH ROUGHEN SIDES OF PLANTING HOLE PULL OR WASH POTTING MIX AND ROOT MAT APART TO DIRECT THE OUTER ROOTS INTO THE ADJACENT SOIL. DO NOT LEAVE CIRCLING ROOTS AGAINST THE ROOT BALL. NATIVE BACKFILL SOIL AMENDED WITH 15% DECOMPOSED ORGANIC COMPOST 3 CONTAINER SHRUB PLANTING DETAIL L3.60 SCALE: 1/2" = 1'-0" SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING FINISH GRADE TREE PIT DEPTH-ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION PREPARE SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING b CONSERVATION PLAN CHECKLIST L3.60 SCALE: NTS NELSON B Y R Dr� 111 11 01111 WOLTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 03.26.18 SITE PLAN 2 07.27.18 SITE PLAN 3 09.21.18 SITE PLAN STAMP PROJECT NAME ALBEMARLE COUNTY, VIRGINIA SITE PLAN ' PHASE 1 AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE j DATE: JULY 27, 2018 SCALE: AS SHOWN DRAWING NUMBER Existing Canopy Cover Quantity Unity Scientific Name Common Name Areaof�anmpy Total Canopy 74 pcs EX|STI NGTREES 45 pcs LARGE CALIPER TREE Shagbark Hickory 3 Acersp. Maple 177 531 1 Coryoop. Hickory 61 61 19 }un' crusvi /n/ono Eastern Red Cedar 16 304 3 [onnus0brido Flowering Dogwood 224 372 S /lexsp. Holly 56 ZDU 3 Mogno0ogrondiflomz Southern Magnolia 54 162 18 Quercus alba White Oak 243 4374 3 Ouenzusƒoboto Southern Red Oak 424 127I 2 Solixsp. VVi||ovv 707 2414 17 Deciduous (not identified) Deciduous (not identified) lOO 1708 as shown 243 Subtotal Existing Tree Canopy Coverage 10470 Holes/ocurolino Cano|inaSi|verbe|| Existing Tree Canopy Cpvenu8e*l.26 13088 Planting Schedule Quantity Units Sje�Dfic0an�e Common Name Size Spacing Areamf�anmpy Total Canopy 45 pcs LARGE CALIPER TREE Shagbark Hickory 4''cal. B&B as shown 72 792 17 Fogusgrondifolio American Beech 6''cal. B&B as shown 227 3859 4 6ledds/otnoconthoxvar. /nennb Thornless Honey Locust 6''cal. B&B as shown 424 1696 3 Quercus alba White Oak G''cal. B&B as shown 243 729 G [)uercusfobnto Southern Red Oak 6''cal. B&B as shown 424 2544 O Uue/cuspo/ustris Pin Oak 6''cal. B&B as shown 370 2960 3 (7ue/cusphe&xz VVi||ovvOak G''cal. B&B as shown 370 1110 4 (]uercusstevlato Post Oak 6''cal. B&B as shown 243 972 � � 50 pcs MEDIUM CALIPER TREE �3 192 8uxussemperviremsSuffruticozo' 993 Aqu8egioconodonsis Columbine 189 11 Coryouwzto Shagbark Hickory 4''cal. B&B as shown 72 792 26 [ladnzsdskentukmo AmnericanYe|iovvvvood 4'cal. B&B as shown 289 7514 7 Mognoliogrond07o/o Southern Magnolia 4"cal. B&B as shown 54 378 6 Mognoliovirg/n/onm Sweet Bay Magnolia 3''cal. B&B,multi stem as shown 113 678 6 P/otonusoccidento6s American Sycamore 4"cal. B&B as shown 368 2208 171 pcs SMALL CALIPER TREE �3 192 8uxussemperviremsSuffruticozo' 993 Aqu8egioconodonsis Columbine 189 8 Acer6eucodenne Chalk Maple 2�'cal. B&B as shown 88 704 13 4nnekznchie/onbooeo Serviceberry 2''cal. B&B as shown 130 1690 16 Asin/no/rilobo Paw Paw Z"cal. B&B as shown 100 1600 12 8etu/on/gno River Birch 1" cal. B&B, multi stem as shown 397 4784 8 [oqo/nusbetu/us Common Hornbeam 2''cal. B&B as shown 177 1416 14 Cencbconodensis Eastern Redbud Z''cal. B&B as shown 124 1736 20 Cornuzolternfo&o Pagoda Dogwood 2''cal. B&B as shown 124 2480 9 Ciotoeguscrus'go0var. /nenn/s Cockspur Hawthorn 2''cal. B&B as shown 184 1656 15 Holes/ocurolino Cano|inaSi|verbe|| 2''cal. B&B as shown 123 1845 57 /uniperusvirg/nkznm Eastern Red Cedar 2''cal, @&8 as shown 16 912 7 Thuja occidentalis American arborvitae 2''cal. B&B as shown 10 70 pcs BIORETENTION FACILITY 3 PLANTING (1300 sf / 5 shrubs, 1001 seedlings) 13166 sf MEADOW MIX 3; 0.30 ACRES (13,166 sf) @ 18 LBS/ACRE = 5.4 LBS OF SEED TOTAL Great Blue Lobelia Proposed Tree Canopy Coverage 44313 1549 pcs BIORETENTION FACILITY 2 PLANTING (2000 sf / 8 shrubs, 1541 seedlings) �3 192 8uxussemperviremsSuffruticozo' 993 Aqu8egioconodonsis Columbine 189 Anoun/otobcn/oemon8zno Blue Star 1gal. seed] ing 12'o.c 12"o.c. 662 260 Corex stricto Tussock sedge 1gal. seed|ing I2"o.c Igal. seedling 12"o.c. Z [epho/onthusoccidcntuhis 8uttonbush 7gal. shrub 17o -c- 9 18 2 Corn uszenceo Red'0sierDogvvood 7gal. shrub 10'o.c. 72 144 261 Bynvusvirg/n/tus Virginia Wild Rye 1gal. seedling 12" o.c. 10' 0-c- 22 220 64 190 Eupoturiunnpuqoureurn SvveetscentedJoePyeVVeed 1gal. seedling 12"o.c. 7gal. shrub 10'o.c. 22 1408 2 Hocnonne0svirg/n/ono Witch Haze | 7gal. shrub 10'o.c. 23 46 2 /lexverdc8lato VVinterberry 7gal. shrub 10'o.o. 41 82 190 Iris vcrsico/or Blue Flag Iris 1gal. seedling 121' 0-c- VESCH 3.32 Legume 261 Jorghostrurnnutons Indian Grass 1gal, seedling 12" o.c. 0.03 190 Kernon/onoveborocensis New York |ronvveed 1gal. seed|ing I2"o.c. Pyconthe/nunv virg/nonunn Virginia Mountain Mint 1006 pcs BIORETENTION FACILITY 3 PLANTING (1300 sf / 5 shrubs, 1001 seedlings) 13166 sf MEADOW MIX 3; 0.30 ACRES (13,166 sf) @ 18 LBS/ACRE = 5.4 LBS OF SEED TOTAL Great Blue Lobelia 123 A/nson/otnbcrnocnvontrno Blue Star 1ga|. seedling 12"o.c. SeadLbm/Acre Scientific Name 169 Conzxztricto Tussock sedge 1gal. seedling 12"o.c. Rudbcokiahirtu Black Eyed Susan 2 Conoussenceo Red -Osier Dogwood 7gal. shrub lO'o.c. 72 144 159 E|ymuzvirg/nicus Virginia Wild Rye 1gal. seed|ing 22"o.c. 123 Eupoturiurnpurpureum SYveetscented]oePyeWeed 1gal. seedling 12"o.u. 3 /lexvertir8lato VVinterberry 7gal. shrub 10'o.c. 41 123 123 /nisveoico/or Blue Flag Iris 1gal. seedling 12" o.c. 170 3o/0hostnuxnnutons Indian Grass 1gal. seedling 12" o.c. 124 Vennon/onoveboo/censb New York |ronvveed 1 gal. seedling 12"o.c. 851 pcs BIORETENTION FACILITY 4 PLANTING (1100 sf /4 shrubs, 890 seedlings) 104 /4rnsun/mtobernoemontono Blue Star 1gal. seedling 12"o.c. 243 [nrexstnttu Tussock sedge lgal. seedling 1211o.c. Z [eoho/onthusoccidentulis Buttonbush 7gal. shrub 20'o.c. 9 18 148 Bynvuzv/rg/nicuz Virginia Wild Rye 1gal, seedling 12' o.c. 104 Eupotoriu/npurpureum 5vveetscentedJoe PyeWeed 1gal. see d|ing 12"o.c. 2 Hu/noxnohisvirQ/n/ono Witch Hazel 7gal. shrub 10'o.c. 23 46 104 /rbve/zico/or Blue Flag Iris 1gal. seed|in8 12" o.c. 144 Jorghostnunnnutans Indian Grass 1gal. seed|ing 12'o.c 105 Ve/non/onoveborocensis New York \ronvxeed 1gal. seed|ing 12"o.c. 4014 pcs VEGETATED SCREEN (6910sf / 40 shrubs, 3974seedlings) �3 192 8uxussemperviremsSuffruticozo' 993 Aqu8egioconodonsis Columbine Igal. saed||Ing 12"o.c. 994 Boptisid tinctoria Wild Indigo 1gal. seedling 12"o.c. 662 Conzxpensvlvonico Pennsylvania Sedge 1gal, seedling 12"oz. 862 [hos/nonth/uxn/otifuliunn Northern Sea Oats Igal. seedling 12"o.c. 10 /lexg/obno |nkberrry 7gal. shrub IO'o.c 23 230 lO MyricocenYero Wax Myrtle 7 gal. shrub 10'o.c. 44 440 10 Rhus orornotico'Gnx-iom/' Fragrant Sumac 3gal. shrub 10'o.m. 663 Ioorobollishetenoleob PnairieDropseed 1gal. seed|iIng 12"o.c. 10 Viburnum rhytidophy0urn Leather|eafVibu/nuro 7gal. shrub 10' 0-c- 22 220 64 pcs SHRUB SCREEN AT LAUNDRY MAINTENANCE Grain 64 Viburnum ohytidophy8uno Leather|eafVibu/num 7gal. shrub 10'o.c. 22 1408 � 'Justin 995� 8uxuszonpem�nz8muwea' �3 192 8uxussemperviremsSuffruticozo' Fcztucorubrm 574 Corp/nusbetuko -- 603 Fothcrg0ogordenfi CD PLANTING SCHEDULE �� / | \ cO -- `L3." . ' SCALE: NTS Z Proposed Shrub Canopy Coverage (shrubs exceeding 5'htatmaturity) 2919 Proposed Tree and Shrub Canopy Coverage 47232 Total Canopy Coverage (proposed tree and shrub canopy + existing tree canopy) 60320 Boxwood 31 ht. Dwarf Boxwood 15" ht. Common Hornbeam 5ht. DvvarfFothergi||a 2' ht. 38987 sf BUILDING GARDENS, COURTYARD PLANTING Selection of drought tolerant native shrubs& forbs considered "pollinator" species, i.e. species with showy blooms attractive to bees and butterflies. Species arrangement/ layout will be more rigid and formalized than meadow mixes and will require ahigher level of maintenance. 25% Shrubs 5OY6Perennials 25% Grasses 60819 sf PARKING AND GROUNDS PLANTING 25% Shrubs 2596 Perennials 50% Grasses sperie*tbd, assume 7gal. shrubs, 2gal. perennials &grasses Selection of shorter native shrubs, grasses,& forbs with emphasis on drought tolerance, minimal maintenance,& year round interest. species tbd, assume 7 gal. shrubs, 1 gal. perennials & grasses 8259 sf STEEP SLOPE MIX; 0.19 ACRES (8,259 SF) @ 20 LBS/ACRE = 3.8 LBS OF SEED TOTAL Mix suitableforLow Maintenance Steep Slopes than 3:1)with wildflowers to attract pollinators and create an added layer of diversity and seasonal interest. (70%native grasses, 2O%cover crops, 10% wildflowers) Seed Lbs/Acre Scientific Name Common Name Comment VESCH 3.32 0.1 Ag/ostbpenennmns Up|andBentgrass Native tuVA 7,6 Elymur virginicusorconodcnsis ViginiaWild Rye Native toV/\ 4.7 Fcztucorubrm Red Fescue Y 2.5 Loliurn/nult/horuxn Annua|Rye8raso Y 2Clover 1O ' 1.2 Asdep/ostuben»so Butterfly Milkweed 0.01 Lobelia s/philitico Great Blue Lobelia 0.06 Mononfodkdyrno Bee Balm 0.03 Mona ndoftubno Wild bergamot 0.02 Pyoonthennu/nv6rg/n/unurn Virginia Mountain Mint 38971 sf MEADOW MIX 1; 0.90 ACRES (38,971 SF) @ 18 LBSIACRE = 16.2 LBS OF SEED TOTAL Native grasses &forbs with emphasis on drought tolerance& minimal maintenance. Grasses constitute majority ufthe mix with wildflowers toattract pollinators and create onadded layer of diversity and seasonal interest. (60% native grosses, 20% cover crops and legumes, 30% wildflowers) Seed Lbs/Acre Scientific Name Common Name Comment VESCH 3.32 5 Festucoorundinxzdeo Tall Fescue Ph 5-9 Y 5415 Frztucum�no var.dur�scu/o(� 1O ' 1O Hard Fescue Ph 4.5-8.5 Y Longifolia) Longifolia) [hewingsFescue 22% 20 Fcztucorub/o Creeping Red Fescue Ph 5-9 Y 10 Fcstucnnub/ozubp. Commutate [hexvin8sFescue Ph 5-8 Y S Lo0brnrnult(Dorunn Annual Rye8rass S Y 2.5 Tri/bliunnprotcnsc Red Clover Y Y lO Secale cereale Grain Y 0.05 Eurotoriun7fitu/osunn Joy PyeWeed Grain 0.2 hrisvirg/nico 8|uef|ag Rhizonnatous Swamp Milkweed 0.01 Lobeliasiph8itkn Great Blue Lobelia 0.03 G\ek,neg/ob/u 0.03 &4onon/ofitu/nso Wild bergamot 0.4 7646 sf MEADOW MIX 2; 0.18 ACRES (7,646 sf) @ 18 LBS/ACRE = 3.3 LBS OF SEED TOTAL Tolerance Native grosscs&fonbs with emphasis on drought tolenancz.0 /n/nino/nno/ntcnnnce. Grosses constitute majority ofthe mix with wildflowers to attract pollinators and create onadded Lobcli000nd/nolis layer ufdiversity ondseosono//ntcncst/5596notiveQrosses, 1596cover crops and legumes, 30%wildflowers) Rhizomatous Seed Lbs/Acre Scientific Name Common Name Comment VESCH 3.32 5 Fcztucoorundinodco Tall Fescue Ph 5-9 Y Fcztucoorundinocco Fczb/coov/no var. dur�A�ou/o� 12% 5415 FcstucooWnovocdunbscukz 1O ' Hard Fescue Ph 4.5-8.5 Y 44% Longifolia) Festucorubnosub. [o/nnnutoto [hewingsFescue 22% ID Festuoznubi7 Creeping Red Fescue Ph 5-8 Y 10 Festuco/ub/osubp. Commutate Chewings Fescue Ph 5-8 Y S Loliurn/nult/0onu/n 4nnua|Rye8rass Y 2.5 7rifoliu/nprotense Red Clover Y 10 SecoIe cereale Grain Y 0.65 Asclep/os/nconnoto Swamp Milkweed Rhizonnatous 0.03 G\ek,neg/ob/u TurL|ehead 0.4 Ech/nuceopurpurco Purple Coneflower Tolerance 8.82 Lobcli000nd/nolis Cardinal Flower Rhizomatous 0.01 Lube&zsiph&itico Great Blue Lobelia Legume 0.05 &Yono/dn didynno Bee Balm 0.03 Monordofituloso Wild bergamot 0.02 Pyconthe/nunv virg/nonunn Virginia Mountain Mint 13166 sf MEADOW MIX 3; 0.30 ACRES (13,166 sf) @ 18 LBS/ACRE = 5.4 LBS OF SEED TOTAL Great Blue Lobelia Native grosses /} fonhs with emphasis on drought toleroncc& minimal maintenance. Grosses constitute majority ofthe mix with wildflowers to ottroctpo0notorsand create onadded 0.06 layer ofdiversity and seasonal interest. /55Y6native grasses, 15Y6cover crops and legumes, 4OY6wildflowers) SeadLbm/Acre Scientific Name Common Name Comment \/ES[H3'32 5 Festuuoonundinuadeo Tall Fescue Ph 5-9 Y Fcztucoorundinocco u�cuk� � Fcstuoomvino var.duriA 12% 5415 FcstucooWnovocdunbscukz 10 ' Hard Fescue Ph 4.5-8.5 Y 44% Longfolib) Festucorubnosub. [o/nnnutoto [hewingsFescue 22% IO Festucorubro Red Fescue Ph 5-8 Y lO Festucorub,osubo.Commutate Chewings Fescue Ph 5-8 Y S Lo8u/n/nult/Moru/n Annual Ryegrass Y 2.5 Tiholiu/np/ctcnsc Red Clover Y 10 Secale cereale Grain Y High Drought 1.2 Asclepias �uberoso Butterfly Milkweed `' Tolerance 0.65 ,4sdco/os/no7nnoto 6vvampK4i|kxveed Rhizomatous 1.3 Chonnoechnstoƒosotu/oto Partridge Pea Legume 0.4 [orcopzis/oncen/otc Lance Leaved Coreopsis 0.4 Ech/nooropuq7unro Purple Conef|oxver 0.02 Lobelimuzrd/nolis Cardinal Flower 0.01 Lobe0oz/ph&itico Great Blue Lobelia 0.06 Mononjodidvnno Bee 8a|nn 0.09 Mono/dofitu/nzo Wild bergamot 0.5 Rudbcokiahirtu Black Eyed Susan 0.75 Zb/o uuoro Golden Alexanders 24620 sf LAWN 07.27.18 SITE PLAN 2954 Fcztucoorundinocco Tall Fescue 12% 5415 FcstucooWnovocdunbscukz Hard Fescue 22% 10833 Festucorubro Creep Red Fescue 44% 5416 Festucorubnosub. [o/nnnutoto [hewingsFescue 22% 3 10 `8sf Market ° freet Charlottesville u \/�77Q0� `�^��,"^^ - 434.984.1358 T7��0@��1�8 � `��.,v�.�^�" NO. [l[]t8 ISSUeS/ReYiSiODS 03.26.18 SITE PLAN 07.27.18 SITE PLAN 09.21.18 SITE PLAN PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, SITE PLAN I PHASE I AREA PROJECT NO.: KSH 1806 [)R/\VVN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE OPETAILS DATE: JULY 27,20]8 SCALE: AS SHOWN DRAWING NUMBER L3061 LEGEND Symbol Label Description 2 07.27.18 Ll Timber bollard path light - see 1/L2.03 SITE PLAN L2 Auroralight Centinella Path Light - see 2/L2.03 L3 BK Step Star Wall Light - see 3/L2.03 L4 III Hadco Pima Parking Lot Post Light with Custom Timber Post - see 4/L2.03 El L4 IV Hadco Pima Parking Lot Post Light with Custom Timber Post - see 4/L2.03 0 L5 BK Lighting Micro Night Star Pendant on Catenary System - see I/L2.04 0 PB1 Pool Pavilion Light - see 2/L2.04 El DF -S Building -Mounted Exterior Light - fitting TBD DF -m Building Mounted Exterior Light - fitting TBD El KFX-7A BK Integral Artistar Building/Pole Mounted Light - see 3/L2.04 F El I PF-8 BKIntegral Artistar Building/Pole Mounted Light - see 3/L2.04 C) 00 V) F&A 0 25' 50' 1001 I NELSON B Y R D Offilm' WOLTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 03.26.18 SITE PLAN 2 07.27.18 SITE PLAN 3 09.21.18 SITE PLAN STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA SITE PLAN I PHASE 1 AREA DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE SITE LIGHTING L. E Y P LA, W DATE: JULY 27, 2018 SCALE: 1" = 50'-0" DRAWING NUMBER wtfrl� LEGEND Symbol Label Description D L1 Timber bollard path light - see 1/L2.03 0 L2 Auroralight Centinella Path Light - see 2/L2.03 L3 BK Step Star Wall Light - see 3/L2.03 L4 III Hadco Pima Parking Lot Post Light with Custom Timber Post - see 4/L2.03 L4 IV Hadco Pima Parking Lot Post Light with Custom Timber Post - see 4/L2.03 O L5 BK Lighting Micro Night Star Pendant on Catenary System - see 1/L2.04 0 PB1 Pool Pavilion Light - see 2/L2.04 El DF -S Building Mounted Exterior Light - fitting TBD DF -m Building Mounted Exterior Light - fitting TBD El KFX-7A BK Integral Artistar Building/Pole Mounted Light - see 3/L2.04 El PF -8 BK Integral Artistar Building/Pole Mounted Light - see 3/L2.04 NELSON B Y R D moon l WLTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 03.26.18 SITE PLAN 2 07.27.18 SITE PLAN 3 09.21.18 SITE PLAN STAMP PROJECT NAME KESW.ICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA SITE PLAN I PHASE 1 AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE SITE LIGHTING ENLARGEMENT PLAN DATE: JULY 27, 2018 SCALE: 1" = 20'-0" DRAWING NUMBER � ,J LEGEND Symbol Label Description D L1 Timber bollard path light - see 1/L2.03 0 L2 Auroralight Centinella Path Light - see 2/L2.03 L3 BK Step Star Wall Light - see 3/L2.03 El L4 III Hadco Pima Parking Lot Post Light with Custom Timber Post - see 4/L2.03 El L4 IV Hadco Pima Parking Lot Post Light with Custom Timber Post - see 4/L2.03 0 L5 BK Lighting Micro Night Star Pendant on Catenary System - see 1/L2.04 0 PB1 Pool Pavilion Light - see 2/L2.04 DF -S Building Mounted Exterior Light - fitting TBD DF -m Building Mounted Exterior Light - fitting TBD El KFX-7A BK Integral Artistar Building/Pole Mounted Light - see 3/L2.04 PF -8 BK Integral Artistar Building/Pole Mounted Light - see 3/L2.04 NELSON B I RD NN 111111 WOLTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 03.26.18 SITE PLAN 2 07.27.18 SITE PLAN 3 09.21.18 SITE PLAN STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, SITE PLAN I PHASE 1 AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE SITE LIGHTING ENLARGEMENT PLANS DATE: JULY 27, 2018 SCALE: 1" = 20'-0" DRAWING NUMBER L4.20 LEGEND Symbol Label Description D L1 Timber bollard path light - see 1/L2.03 0 L2 Auroralight Centinella Path Light - see 2/L2.03 L3 BK Step Star Wall Light - see 3/L2.03 L4 III Hadco Pima Parking Lot Post Light with Custom Timber Post - see 4/L2.03 El L4 IV Hadco Pima Parking Lot Post Light with Custom Timber Post - see 4/L2.03 0 L5 BK Lighting Micro Night Star Pendant on Catenary System - see 1/L2.04 0 PB1 Pool Pavilion Light - see 2/L2.04 El DF -S Building Mounted Exterior Light - fitting TBD 0--E] DF -m Building Mounted Exterior Light - fitting TBD El KFX-7A BK Integral Artistar Building/Pole Mounted Light - see 3/L2.04 El I PF -8 BK Integral Artistar Building/Pole Mounted Light - see 3/L2.04 NELSON B I R D pI 1 OLTP LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwia.com NO. Date Issues/Revisions 1 03.26.18 SITE PLAN 2 07.27.18 SITE PLAN 3 09.21.18 SITE PLAN STAMP PROJECT NAME KESWICK HALL LAND APE A L B E M A R L E COUNTY, VIRGINIA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE ENLARGEMENT L DATE: JULY 27, 2018 SCALE: 1 " = 20'-0" DRAWING NUMBER LEGEND Symbol Label Description D L1 Timber bollard path light - see 1/L2.03 L2 Auroralight Centinella Path Light - see 2/L2.03 d L3 BK Step Star Wall Light - see 3/L2.03 L4 III Hadco Pima Parking Lot Post Light with Custom Timber Post - see 4/L2.03 El L4 IV Hadco Pima Parking Lot Post Light with Custom Timber Post - see 4/L2.03 0 L5 BK Lighting Micro Night Star Pendant on Catenary System - see 1/L2.04 0 PB1 Pool Pavilion Light - see 2/L2.04 El DF -S Building Mounted Exterior Light - fitting TBD 0-0 DF -m Building Mounted Exterior Light - fitting TBD El KFX-7A BK Integral Artistar Building/Pole Mounted Light - see 3/L2.04 El PF -8 BK Integral Artistar Building/Pole Mounted Light - see 3/L2.04 R NELSON B Y R D ice„ WOLTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 03.26.18 SITE PLAN 2 07.27.18 SITE PLAN 3 09.21.18 SITE PLAN STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA SITE PLAN I PHASE 1 AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE SITE LIGHTING I• DATE: JULY 27, 2018 SCALE: 1" = 20'-0" DRAWING NUMBER 0.0 0.0 Z -b-, .0 0.0 0.0 01 . 0 0.0 0.0 0 0.1 n.0 0.0 jV1 0.0 0,0 0.0 0.0 0.2 0.0 0.0 i / , C, ? 0 0,0 ().0 .3 0 + 1-4 J. 1.Q 0.6 0,5 0 0.0/ U. 14, U . U* 0.5 0 . 4 0 . 7 n 0.6 0. 7 01 . 6 0.8 0 s 9 0 . 7 3 x.34 1, ).8 4 J_.6 8 L ).9 i.5 1.6 1 .6 HS C6 1 1.5 1.4 1, . 0 li C', CD ).9 .3 1.1 0. 0.7 E a) + > ), 6 1.0 0.9 0.7 0.5 0 z 4 -1 73 ).5 0.7 0.8 0.6 0.5 3� ).4 0.6 0.7 0.6 0. 7j 0 U C 00 0.0 0.0 0.0 0.0 0, Z00 0.0 0. 0 0 0.0 0.0 0.0 0.0 0.0 0. 0 0.0 O.0 0.0 0.0 0.0 ().0 0.0 0 0.0 .0 0.0 0.0 C, 0.0 0.0 0.0 0.0 Ix 1 (1) . (, 0.0 0.0 0.0 0.01 C;.G 0.0 0.0 0.0 ,.0 0 0 0.0 oG 0.0 0 0.0 0.0 0 0 0.0 0, 0 . J� 0/b 0.0 0.0 0.0 .0 \0 0 0.0 0 0.0 0 t).0 0 0 0 C) 0.0 0.0 0 _f + 0.�O� 10fc, b.o 0.0 0.0 7 0.0 0.0 0.0 0.0 4 4- 6.0+ G.0 0.0 0.0 C .0 0.0 0.0 0 �� . 6_� 0.0 10.0 0.0 b . 0 r.) . 0 0.0 0 0.0 0.0 0.0 0.0 Luminaire Schedule Symbol Qty Label Arrangement LLF Description Lum. Lumens 0 28 L5 SINGLE 1.000 MN -LED -e69 -FL -12-C, SN -MN -LED -e69 -FL -12, ST -MN -LED -e69 -FL -12, SF -MN -LED -e69 -FL -1484 0.7 (D 2 PB1 SINGLE 1.000 F3RF--- - _-80C16A1-3 1022 0.1 218 Ll SINGLE 1.000 BQ-LED-e23-0-DEGREES; SQ -LED -e23 -0 -DEGREES; VB -LED -e23 -0 -DEGREES 86 2.9 67 L3 SINGLE 1.000 312W1-HITW-EX-8X8_30K 276 0.24 104 L2 SINGLE 1.000 NS-LED-e66-MFL-12, AR-LED-TR-e66-MFL-12, AR-LED-RM-e66-MFL-12, DS-LED-e66-MFL-12 458 El 50 DF -S SINGLE 1.000 GE LED14D OMNI 827-E27 1100 0-0 3 DF -m BACK -BACK 1.000 GE LED14D OMNI 827-E27 1100 El 12 KFX-7A SINGLE 1.000 SM16-07-36D-827-03 521 El 6 PF -8 SINGLE 1.000 SM16-07-36D-827-03 521 ED 3 L4 - III HS SINGLE 1.000 CXF548-G2-3W7-H-16 7813 0.4 38 L4 - III SINGLE 1.000 CXF548-G2-3W7-16 9445 _f 0 0 . J. NIATGHUNE Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min ADA Ramp at Pool Illuminance Fc 1.29 2.2 0.7 1.84 3.14 Car Dropoffs Illuminance Fc 0.38 0.9 0.1 3.80 9.00 KH Grand Stairs Illuminance Fc 1.18 2.9 0.4 2.95 7.25 Landscape Illuminance Fc 0.24 13.6 0.0 N.A. N.A. Lower Pool Terrace Illuminance Fc 0.74 5.0 0.2 3.70 25.00 NGR Stairs Illuminance Fc 1.08 2.7 0.3 3.60 9.00 Parking Lots Illuminance Fc 0.97 2.2 0.2 4.85 11.00 Pathways Illuminance Fc 0.64 12.6 0.0 N.A. N.A. POOL DECK Illuminance Fc 1.53 4.0 0.4 3.83 10.00 Pool Stairs Illuminance Fc 3.52 6.5 0.8 4.40 8.13 Property Line and 10' Beyond Illuminance Fc 0.01 0.1 0.0 N.A. N.A. IRB Stairs Illuminance Fc 2.44 6.5 0.7 3.49 9.29 NELSON B Y R D !M1 W 0 L T Z LANDSCAPE A R C 14 1 T E C'r s 310 East Market Street Charlottesville VA 22902 T 434.9 4.135 F 4�3)4.984.4158 www.nbwIa,com NO, Date Issues/Revisions 1 03.09.18 100% SD 2 0123.18 SITE APPROVAL 3 07.20.18 PERMIT SET 4 09.14.18 PERMIT REVISION 5 11.09.18 PERMIT REVISION STAMP NOT FOR CONSTRUCTION CENTRAL ENERGY PLANT AREA PROJECT NO.: K 1806 DRAWN BY: DF CHECKED BY: DLO ---- - - - ----- - -- - --- - ---- - ---- ---- -- ---- - - DRA`{VIfdG TITLE ITE DATE: SEPTEMBER 14, 2018 SCALE: 1 1 6 DRAWING Nu: 1BEr LC I cc I E 0 r LLj cs^�! 0 U co 0 V) Q) I- 0.0 0. / / 0.0 0.0 0 / / 0 1 0 1 ; //1' 0._ 0.1 0, / / .0J. / 0.0 :0.1 1 J . 2 (y/ 0,0 0.1 / /f i 2 s2 0.3 J.1 0._ .2 0.3 t). 0.0 0.0 0. 0.1. n 002, 0.3 0� 0.0 i0.0 0 0 0 0..2 J 2 0.3 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,1 0.`� C 01,2 0.4 0>5 0,8 0.0 0,0 0.0 0<0/ �'\I / - 1 0' 0.0 CJ.O 0 L4 - 11 HS Z 0>0 0.0 0.0 .0 i I ' I 0..; 0.n ).0 -).0 / �0.1 � \ T 0.0 0 , 0 0. 0X L 0.2 0 . '0 . 3 0.5 I\IATGHL 1 NE j 0.2 0.0 0,0 0116 I j "2 \� 0.0 0.0 0.0 J 11211 0. 1. .x: , 0 . �'!i 0 . 4 0.0) 0.0 0 / �� \ ; F '� /\ Luminaire Schedule Symbol Qty Label Arrangement LLF Description Lum. Lumens Max/Min 28 L5 SINGLE 1.000 MN -LED -e69 -FL -12-C, SN -MN -LED -e69 -FL -12, ST -MN -LED -e69 -FL -12, SF -MN -LED -e69 -FL -1484 0.7 1.84 2 PB1 SINGLE 1.000 F3RF--80C16A1-3 1022 0.1 218 L1 SINGLE 1.000 BQ-LED-e23-0-DEGREES; SQ -LED -e23 -0 -DEGREES; VB -LED -e23 -0 -DEGREES 86 2.9 67 L3 SINGLE 1.000 312W1-HITW-EX-8X8_30K 276 0.24 104 L2 SINGLE 1.000 NS-LED-e66-MFL-12, AR-LED-TR-e66-MFL-12, AR-LED-RM-e66-MFL-12, DS-LED-e66-MFL-12458 Illuminance El 50 DF -S SINGLE 1.000 GE LED14D OMNI 827-E27 1100 Illuminance 3 DF -m BACK -BACK 1.000 GE LED14D OMNI 827-E27 1100 Parking Lots 12 KFX-7A SINGLE 1.000 SM16-07-36D-827-03 521 El 6 PF -8 SINGLE 1.000 SM16-07-36D-827-03 521 ED 3 L4 - III HS SINGLE 1.000 CXF548-G2-3W7-H-16 7813 0.4 3.83 38 L4 - III SINGLE 1.000 CXF548-G2-3W7-16 9445 0.0 0.0 0,0 0.0 0.0 i 0.0 0 / 0.0 0.0 0 / 0.1 _0.0 -0.0 ' 1 i J / I / 0.0 0.0 / \ 0.0 0.0 / +0� 2 0.0 0.0 i 0.0 'Ac). 0 0.0 3.nZ.0 {0.0 0. 0.0 j0 r 0.0 0.(., 0.0 L 0 . 0 0. /4 0,0 0.0 0.0 0.0 .0 0.0 f J.( G.0 , 00 0,0 J 0.0 0 0.0 � r 0.0 0.0 0.0 0.0 0.0 0.0\ n 4 0.5 0.. 0.6+ 0.5 0 0.6 0,0 0.6 0.6 1.9 1..2 O.c 0 0.6 1\,7 1.3 + ;\ L� --- �-- + I za s 2 1.4 1.11 1.3 _.2 1.4 1.6 1.7 0.� Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min ADA Ramp at Pool Illuminance Fc 1.29 2.2 0.7 1.84 3.14 Car Dropoffs Illuminance Fc 0.38 0.9 0.1 3.80 9.00 KH Grand Stairs Illuminance Fc 1.18 2.9 0.4 2.95 7.25 Landscape Illuminance Fc 0.24 13.6 0.0 N.A. N.A. Lower Pool Terrace Illuminance Fc 0.74 5.0 0.2 3.70 25.00 NGR Stairs Illuminance Fc 1.08 2.7 0.3 3.60 9.00 Parking Lots Illuminance Fc 0.97 2.2 0.2 4.85 11.00 Pathways Illuminance Fc 0.64 12.6 0.0 N.A. N.A. POOL DECK Illuminance Fc 1.53 4.0 0.4 3.83 10.00 Pool Stairs Illuminance Fc 3.52 6.5 0.8 4.40 8.13 Property Line and 10' Beyond Illuminance Fc 0.01 0.1 0.0 N.A. N.A. RB Stairs Illuminance Fc 2.44 6.5 0.7 3.49 9.29 NELSON .r ,3l'� fi 12 WOLTZ LANDSCAPE ARC 1-1ITECTS 310 East Market Street Charlottesville VA '?290 T 434.984.1358 F 4-34.984.4158 www.nb 1a,corn NO. Date Issues/Revisions 1 03.09,18 100% SD 2 03.23.18 SITE APPROVAL 3 07.20,18 PERMIT SET 4 09.14.18 PERMIT REVISION i 1 1,09.18 PERMIT REVISION ST r,,r NOT "O'. CONSTRUCTION CENTRAL ENERGY PLAIT AREA. PROJECT NO.: KSH 1806 DRAWN BY: DI" CHECKED BY: DLO DRAVVING PHC�TOMETY DATE: SEPTEMBER 14, 2018 SCALE: 111. - 1 40 7 b 5 h 5 3L 1�'_ 0\1 ; .9 0.0 1.3 A .1 b. 9 b . 9 J.j j A\ 3 3 6 7 3 0 6.1 L M�,T(SHL �E T 4' M/�\TGHL NE N U"-_- 5 0.5 1.3 1.4 1.3 '777- 2 1.2 1_56 . 2 7 0.7 'b. 1 . A 1.2 b . b . 6 7 + 1.2 1.4 1 .4 1.3 i . 2 1 . 4 1.6 1.7 .4 b . 5 r.." b . 4_�o3 a b . a b . 7 b 8 1,11, b . 6 b . 5 b . 40 .7 M 1,0 + 1>4 1.2 2,1 1 1.2 :J_>4 1.4 1,1 1 0 . 8 7 1.0 1.2 9 �)'��O . 1.0 1.3'9 . 5 0,5 b .5 b 0,8 .4 0.3 0.2 LLJ X L(p L 2 + b 0 b 8 b 7 1.7 1.5 1.2 -b. 0 .0 1-0 0 l 0 �'3\01 2 7 4 3 U) 7 7 10 . 9 1 b. �j� 6, . 2 b.0 < 1A III NQ 111 L 4 11 1 .1 i . 0 1.2 1. . 3 7 0,7 7 b . a G.8 8 b . 9 o.. a 0.8 a b . J.6 1.2 i 0 q r) j Val . 1 A.o b . 9 �1'7 �3 0 7 1 7+ 10 b . L5 b O. b b o b . o b,fj bn b . o No b . o b . o 0,0 L4 L5 1.0 1 'i 2 31 . 3 8 _16616- 6. 6 7 b . 8 6.8 0 . 1.0 1.1 .8 4 b . 9 h 0 0 n o 0 _b . 0 b .5 Ir 6 2 6 �\i b . 0 b . lx� b.5 3 1, . 11 j 0 6 41.2 L 5' b.'0 0. L 5 001 \ �.. \ L5 0.7 1 6�-'q .0 b". b" n b b o 0\ 9 A . 1 1.2 1.3 1.3 A 1 0. 6 0.6 6 J.7 0.8 i . 0 1,0 1,1 2 6 .7 4 6�3 .0 0� .0 0 .0 b . o b.5 0.5 + L2 2 0 . 6'V I b 7 OX 9 6.8 1.0 1.2 1.3 1.1 0. 9 .3 4.5 G. .0 1 .1 i . 0 b . 0. b 0 0 b . b . o h Ci o b .3 A 0.1 U\ 0 0 KA bn V L2 9 J. C.. 1.2 1,5 1.3 1.1 t) a 0,6 b 5 j.a .9 .0.0 0 10.1:1 b . 6 1 2 0 b . 0 0.1 0 .0 b . 0 h, . 0 b. 2 0 \ ) L2� b . 6 7 1.5 1 ./1 U . \0.0 ob . 0'i.6 8 b 1-2 -6 .0 o0.5 b.9 .9 6.8 1.1 1.41.6 2. 1 1.8 b 00 111 h X -7A Nif F I L 4 L 4 11 b.5 G.5 5 b.5 i"). 7 b 9 b . a 1.6 b.5 0 L 2- �?�Y, S�)- '6.0 b . 0 b . J 0.0 0 0.7 2.7 4 'J 0 0 0 C, X L 4 2 L4 II '!F\ Y 'b 5 6,3 1 1 1 bt 0 b 5 b 5 ).5 b 6 b 9 1.4 b. 5 10. g17 b.5 b.5 1.0 0. U.1 z' . b . b . o b . o b . d b . o 1".).0 0 0 0 b . or �_ !1. � I- . 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A SINGLE 0 0 SM16-07-36D-827-03 521 El 6 PF -8 SINGLE 0 0 SM16-07-36D-827-03 521 El 3 L4 III HS SINGLE 1.000 CXF548-G2-3W7-H-16 7813 0.4 38 L4 III SINGLE ".000 C X 175 4 13 -- (31) -3 10 -- " E6 9445 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min ADA Ramp at Pool =luminanCEe Illuminance Fc 1.29 2.2 0.7 1.84 3.14 Car Dropoffs Illuminance Fc 0.38 0.9 0.1 3.80 9.00 KH Grand Stairs Illuminance Fc 1.18 2.9 0.4 2.95 7.25 Landscape Illuminance Fc 0.24 13.6 0.0 N.A. N.A. Lower Pool Terrace Illuminance Fc 0.74 5.0 0.2 3.70 25.00 IJC311 Stairs ills uminanCEe Fc 1.08 2.7 0.3 3.60 9.00 Parking Lots Illuminance Fc 0.97 2.2 0.2 4.85 11.00 Pathways Illuminance Fc 0.64 12.6 0.0 N.A. N.A. POOL DECK Illuminance Fc 1.53 4,0 0.4 3.83 10.00 Pool Stairs Illuminance IT cc 3.52 6.5 0.8 4.40 8.13 Property LinEV a n Cd 10' Beyond Illuminance Fic 0.01 0.1 0 . 0 N.A. N.A. RB Stairs Illuminance Fc 2.44 6.5 0.7 3.49 9.29 NELSO ' TNN B Y R D 10NIl LANDSCAPE A R C H 1 11 E C'T S 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbw1a.con-i NO. Date Issues/Revisions 1 03.09.18 100% SID 2 03.23.18 SITE APPROVAL 3 07.20.18 PERMIT SET 4 09.14.18 PERMIT REVISION 5 11 .09.18 PERMIT REVISION ST"P NOT FOR CONSTRUCTION CENTRAL ENERGY PLANT AREA PROJECT NO.: ICSH 1806 DRAWN BY: DF CHECKED BY: DLO DRAWING TFLE SITE PHOTOMETRY DATE: SEPTEMBER 14, 2018 SCALE:L-,, 19 16 [DRAWING NIJ.hAiHR LC -03 E LL t= E 0 U 00 U Q) Luminaire Schedule Symbol Qty Label Arrangement LLF Description Lum. Lumens 0- 28 L5 SINGLE 1.000 MN -LED -e69 -FL -12-C, SN -MN -LED -e69 -FL -12, ST -MN -LED -e69 -FL -12, SF -MN -LED -e69 -FL -1484 0.7 0 2 PB1 SINGLE 1.000 F3RF -_ - _-80C16A1-3 1022 0.1 218 Ll SINGLE 1.000 BQ-LED-e23-0-DEGREES; SQ -LED -e23 -0 -DEGREES; VB -LED -e23 -0 -DEGREES 86 2.9 67 L3 SINGLE 1.000 312W1-HITW-EX-8X8_30K 276 (D 104 L2 SINGLE 1.000 NS-LED-e66-MFL-12, AR-LED-TR-e66-MFL-12, AR-LED-PM-e66-MFL-12, DS-LED-e66-MFL-12 458 El 50 DF -S SINGLE 1.000 GE LED14D OMNI 827-E27 1100 B-0 3 DF -m BACK -BACK 1.000 GE LED14D OMNI 827-E27 1100 El 12 KFX-7A SINGLE 1.000 SM16-07-36D-827-03 521 El 6 PF -8 SINGLE 1.000 1 SM16-07-36D-827-03 521 N.A. 3 L4 - III HS SINGLE 1.000 CXF548-G2-3W7-H-16 7813 0.4 3.83 10.00 38 L4 - III SINGLE 1.000 CXF548-G2-3W7-16 19445 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min ADA Ramp at Pool Illuminance Fc 1.29 2.2 0.7 1.84 3.14 Car Dropoffs Illuminance Fc 0.38 0.9 0.1 3.80 9.00 KH Grand Stairs Illuminance Fc 1.18 2.9 0.4 2.95 7.25 Landscape Illuminance Fc 0.24 13.6 0.0 N.A. N.A. Lower Pool Terrace Illuminance Fc 0.74 5.0 0.2 3.70 25.00 NGR Stairs Illuminance Fc 1.08 2.7 0.3 3.60 9.00 Parking Lots Illuminance Fc 0.97 2.2 0.2 4.85 11.00 Pathways Illuminance Fc 0.64 12.6 0.0 N.A. N.A. POOL DECK Illuminance Fc 1.53 4.0 0.4 3.83 10.00 Pool Stairs Illuminance Fc 3.52 6.5 0.8 4.40 8.13 Line and 10' Beyond Illuminance Fc 0.01 0.1 0.0 N.A. N.A. -Property RB Stairs Illuminance Fc 2.44 6.5 0.7 3.49 9.29 NELSON B Y R D WOLTZ LA N D SC A P E ARCH I I' E C r S 310 East Market Street Charlottesville VA 22902 11 43)4.9840 1358 F 4334.984.4158 www.tibw1a,com NO, Date Issues/Revisions 1 03.09. 18 100% SID 2 03.23.18 SITE APPROVAL 3 07.20.18 PERMIT SET 4 09.14.18 PERMIT REVISION 5 11.09.18 PERMIT REVISION STAMP NOT FOR CONSTRUCTION PRO-ipci NA"'IE CENTRAL ENERGY PLANT AREA - - ------- -_ PROJECT NO.: KSH 1806 DRAWN BY: DF CHECKED BY: DLit DRA'NING TIFLE PHO"TU"METRY - -- --------- DATE: SEPTEMBER 14, 2018 SCALE: 1" = DPAV,iING I 2 cl* cl� E 0 z iJ U __j 0 (N (D 00 Luminaire Schedule Symbol Qty Label Arrangement LLF Description Lum. Lumensli 0 28 L5 SINGLE 1.000 MN -LED -e69 -FL -12-C, SN -MN -LED -e69 -FL -12, ST -MN -LED -e69 -FL -12, SF -MN -LED -e69 -FL -1484 0.7 0 2 PB1 SINGLE 1.000 F3RF 80C16A1-3 1022 0.1 218 L1 SINGLE 1.000 BQ-LED-e2 3 - 0 -DEGREES; SQ -LED -e23 -0 -DEGREES _VB -LED -e23 -0 -DEGREES 86 2.9 67 L3 SINGLE 1.000 312W1-HITW-EX-8X8_30K 276 (D 104 L2 SINGLE 1.000 NS-LED-e66-MFL-12, AR-LED-TR-e66-MFL-12, AR-LED-RM-e66-MFL-12, DS-LED-e66-MFL-12 458 El 50 DF -S SINGLE 1.000 GE LED14D OMNI 827-E27 1100 Illuminance 3 DF -m BACK -BACK 1.000 GE LED14D OMNI 827-E27 1100 Parking Lots 12 KFX-7A SINGLE 1.000 SM16-07-36D-827-03 521 11.00 6 PF -8 SINGLE 1.000 SM16-07-36D-827-03 521 N.A. 3 L4 - III HS SINGLE 1.000 CXF548-G2-3W7-H-16 7813 :13 88: L4 - III SINGLE 1.000 CXF548-G2-3W7-16 9445 0.0 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min ADA Ramp at Pool Illuminance Fc 1.29 2.2 0.7 1.84 3.14 Car Dropoffs Illuminance Fc 0.38 0.9 0.1 3.80 9.00 KH Grand Stairs Illuminance Fc 1.18 2.9 0.4 2.95 7.25 Landscape Illuminance Fc 0.24 13.6 0.0 N.A. N.A. Lower Pool Terrace Illuminance Fc 0.74 5.0 0.2 3.70 25.00 NGR Stairs Illuminance Fc 1.08 2.7 0.3 3.60 9.00 Parking Lots Illuminance Fc 0.97 2.2 0.2 4.85 11.00 Pathways Illuminance Fc 0.64 12.6 0 . 0 N.A. N.A. POOL DECK Illuminance Fc 1.53 4.0 0.4 3.83 10.00 Pool Stairs Illuminance Fc 3.52 6.5 0.8 4.40 8.13 Property Line and 10' Beyond Illuminance Fc 0.01 0.1 0.0 N.A. N.A. RB Stairs Illuminance Fc 2.44 6.5 0.7 3.49 9.29 NELSON B Y R D !IR1 1mr1'. WOLTZ LA N DS C AP E ARCH ITEC T S 31 Q East Market Street Charlottesville VA 22902 'r 4.34.984.1358 F 434.984.4158 www. nbwIa.eoiyt Qe"' Lu NO, Date Issues/Revisions 1 03.09.18 100% SD 2 03,23.18 SITE APPROVAL 3 07.20.18 PERMITSET 4 09 . 14.18 PERMIT REVISION 5 11 .09.18 PERMIT REVISION STA,M� NOT FOR CONSTRUCTION FROJE-T AME r t- CENTRAL ENERGY PLANT AREA PROJECT NO.: KSH 1806 DRAWN BY: DF CHECKED BY: DLU DRAWING TITLE SITE P H U` T u," M E T R Y DATE: SEPTEMBER 14, 2018 16 - FRIP - AV,/1NG,'N!j,,'y1.B"